Correct understanding of civic morality of the new situation

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Write-up by Uggbootsnice

Since the Seventeenth Party Congress, Comrade Hu Jintao as common secretary of the CPC Central Committee to unite and lead individuals of all nationalities, unite as 1, rose to the challenge, firmly seize the essential strategic opportunities, successfully cope with the international monetary crisis, accelerating the transformation of financial development way, continue to deepen reform and opening up, preserve stable and rapid economic development, people’s lives improved, overall national strength substantially improved the socialist economic construction, political construction, cultural, social, and ecological civilization construction and party constructing and made considerable achievements, the trigger of socialism with Chinese characteristics and generate a new situation. In promoting reform and opening up and modernization drive in the excellent approach of the CPC Central Committee on strengthening the civic morality has always attached great significance as the overall situation, long-term strategic relationship among the process, an essential position, take concrete and powerful measures to accomplish the promotion of civic morality substantial final results, for the consolidation of the frequent ideological basis for the formation of ideals and faith, a effective spiritual force cohesion, cultivate excellent moral values ​​and promote social harmony and stability play an essential role.

At present, the civic and moral construction is standing at a new starting point, facing a rare opportunity. 1st, the reform and opening up 30 years of unremitting struggle, we have successfully opened a road of socialism with Chinese characteristics, the formation of a theoretical system of socialism with Chinese characteristics and established a socialist system with Chinese characteristics, promote China’s rapid financial and social development, from history and reality , in contrast to domestic and abroad, a lot more and much more people deeply recognize that only below the leadership of the Communist Party of China, uphold the socialist road with Chinese characteristics, the theoretical method, the technique in order to achieve the fantastic rejuvenation of Chinese nation recognize the Chinese characteristics Socialism is the Communist Party of China led the Chinese people’s new landmark creation, the history of human civilization, a excellent pioneering operate, is China’s historic contribution to the world. Socialism with Chinese characteristics has produced remarkable, convincing the wonderful achievements, to further strengthen the civic and moral creating an impregnable foundation of practice. Second, closely about the celebration of our 60th anniversary, celebrating the 90th anniversary of founding, and the Paralympic Games held in Beijing, Shanghai World Expo and Guangzhou Asian Paralympic Games and other main events, respond to the Wenchuan earthquake, Yushu robust earthquakes, landslides and other main Zhouqu big natural disasters, in order to vigorously promote the CPC Central Committee with Comrade Hu Jintao as common secretary of the party leadership and unite men and women of all nationalities, against all odds, accomplishing large, good content event, completed the great challenging great achievements in practice and vigorously carry out the situation and policy education, adore of the party to carry out patriotic socialism, national unity and progress to carry out education, and promote the socialist core value program. Party unity and struggle of individuals of all nationalities unprecedented consolidation of the widespread ideological foundation for the further strengthening of civic morality gives a potent ideological guarantee. Third, we focused on enhancing the moral top quality of civic and social objectives and tasks of this modern civilization, fantastic learning, advocacy, practice the socialist idea of honor and strengthen young people’s ideological and moral construction, to carry out activities in the country named in recognition of the moral model, extensively do new era of Lei Feng activities, carry out “about civilization and fostering new practices” activities, volunteer service activities, carry out civilized city, civilization and unit activities to develop a civilized villages and towns, urban and rural areas a new appear, the social atmosphere and public order has improved remarkably, civilized manners, volunteering has turn into widespread practice, the people’s spirit a lot more high-spirited, especially the young people’s ideological and moral scenario occurred welcome alter to show the trigger of socialism with Chinese characteristics qualified builders and successors of the era style. Ideological and moral standards of society and the entire extent of the rise of civilization, in order to further strengthen the civic morality supplied favorable conditions.

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Yang: The U.S. decision to sell arms to Taiwan to be withdrawn to correct

This weed is a perennial with creeping stems that root at the nodes and has concrete coring foliage that emits a mint-like odor when mowed. Ground ivy is primarily a weed of turf grass and landscapes. Ground ivy is hard to control because you can’t p concrete coring turf grass and landscapes. Ground ivy is hard to control because you can’t pull it out easily in lawns and many commercial broadleaf lawn weed killers have little or no effect on it. The most common active ingredient in granular and liquid b concrete coring out easily in lawns and many commercial broadleaf lawn weed killers have little or no effect on it. The most common active ingredient in granular and liquid broadleaf lawn weed killers is 2,4-D, but 2,4-D has little effect on ground ivy. Another common active ingredient, MCPP, or, mecoprop, also has little effect on ground iv concrete coring effect on it. The most common active ingredient in granular and liquid broadleaf lawn weed killers is 2,4-D, but 2,4-D has little effect on ground ivy. Another common active ingredient, MCPP, or, mecoprop, also has little effect on ground ivy. Dicamba is an active ingredient that does control ground ivy. Dicamba is also called Banvel. There are several lawn weed killer products available that contain dicamba. Most concrete coring killers is 2,4-D, but 2,4-D has little effect on ground ivy. Another common active ingredient, MCPP, or, mecoprop, also has little effect on ground ivy. Dicamba is an active ingredient that does control ground ivy. Dicamba is also called Banvel. There are several lawn weed killer products available that contain dicamba. Most of them also contain 2,4-D and MCPP. However, you may still need to make repeat applications with dicamba-containing products to completely control ground ivy. Ground concrete coring active ingredient, MCPP, or, mecoprop, also has little effect on ground ivy. Dicamba is an active ingredient that does control ground ivy. Dicamba is also called Banvel. There are several lawn weed killer products available that contain dicamba. Most of them also contain 2,4-D and MCPP. However, you may still need to make repeat applications with dicamba-containing products to completely control ground ivy. Ground ivy spreads via creeping stems that propagate new plants. Moss in a lawn is an indication that the turf is not growing well. Moss doesn’t grow in healthy lawns. Lack o concrete coring active ingredient that does control ground ivy. Dicamba is also called Banvel. There are several lawn weed killer products available that contain dicamba. Most of them also contain 2,4-D and MCPP. However, you may still need to make repeat applications with dicamba-containing products to completely control ground ivy. Ground ivy spreads via creeping stems that propagate new plants. Moss in a lawn is an indication that the turf is not growing well. Moss doesn’t grow in healthy lawns. Lack of fertility, soil compaction, poor drainage, shade and poor soil aeration are the most common cause of moss in lawns. It is important to consider that moss does not kill the grass; it simp concrete coring lawn weed killer products available that contain dicamba. Most of them also contain 2,4-D and MCPP. However, you may still need to make repeat applications with dicamba-containing products to completely control ground ivy. Ground ivy spreads via creeping stems that propagate new plants. Moss in a lawn is an indication that the turf is not growing well. Moss doesn’t grow in healthy lawns. Lack of fertility, soil compaction, poor drainage, shade and poor soil aeration are the most common cause of moss in lawns. It is important to consider that moss does not kill the grass; it simply creates unfavorable growing conditions such as shade, poor drainage, poor fertility or compacted soil. These conditions, not the moss, ultimately cause the grass to die out. If you wan concrete coring and MCPP. However, you may still need to make repeat applications with dicamba-containing products to completely control ground ivy. Ground ivy spreads via creeping stems that propagate new plants. Moss in a lawn is an indication that the turf is not growing well. Moss doesn’t grow in healthy lawns. Lack of fertility, soil compaction, poor drainage, shade and poor soil aeration are the most common cause of moss in lawns. It is important to consider that moss does not kill the grass; it simply creates unfavorable growing conditions such as shade, poor drainage, poor fertility or compacted soil. These conditions, not the moss, ultimately cause the grass to die out. If you want to eliminate moss from a lawn, focus on improving conditions for growing grass, and don’t worry about the moss — it will disappear on its own as the grass gains vigor. Herbicides and chemic concrete coring completely control ground ivy. Ground ivy spreads via creeping stems that propagate new plants. Moss in a lawn is an indication that the turf is not growing well. Moss doesn’t grow in healthy lawns. Lack of fertility, soil compaction, poor drainage, shade and poor soil aeration are the most common cause of moss in lawns. It is important to consider that moss does not kill the grass; it simply creates unfavorable growing conditions such as shade, poor drainage, poor fertility or compacted soil. These conditions, not the moss, ultimately cause the grass to die out. If you want to eliminate moss from a lawn, focus on improving conditions for growing grass, and don’t worry about the moss — it will disappear on its own as the grass gains vigor. Herbicides and chemical control have only short term effects on moss. If herbicide use is not accompanied by proper environmental and physical controls, then the initial effect will be bare dirt or mud. Mosses will eventuall concrete coring in a lawn is an indication that the turf is not growing well. Moss doesn’t grow in healthy lawns. Lack of fertility, soil compaction, poor drainage, shade and poor soil aeration are the most common cause of moss in lawns. It is important to consider that moss does not kill the grass; it simply creates unfavorable growing conditions such as shade, poor drainage, poor fertility or compacted soil. These conditions, not the moss, ultimately cause the grass to die out. If you want to eliminate moss from a lawn, focus on improving conditions for growing grass, and don’t worry about the moss — it will disappear on its own as the grass gains vigor. Herbicides and chemical control have only short term effects on moss. If herbicide use is not accompanied by proper environmental and physical controls, then the initial effect will be bare dirt or mud. Mosses will eventually return because the lawn deficiency, which led to the moss invasion, still exists. When herbicides alone are used, the symptoms, not the cause, of a weedy lawn are being treat concrete coring grow in healthy lawns. Lack of fertility, soil compaction, poor drainage, shade and poor soil aeration are the most common cause of moss in lawns. It is important to consider that moss does not kill the grass; it simply creates unfavorable growing conditions such as shade, poor drainage, poor fertility or compacted soil. These conditions, not the moss, ultimately cause the grass to die out. If you want to eliminate moss from a lawn, focus on improving conditions for growing grass, and don’t worry about the moss — it will disappear on its own as the grass gains vigor. Herbicides and chemical control have only short term effects on moss. If herbicide use is not accompanied by proper environmental and physical controls, then the initial effect will be bare dirt or mud. Mosses will eventually return because the lawn deficiency, which led to the moss invasion, still exists. When herbicides alone are used, the symptoms, not the cause, of a weedy lawn are being treated. Furthermore, many of the common herbicides, such as glyphosate, are ineffective against mosses, at least in some conditions. Therefore, if you perceive of the moss i concrete coring aeration are the most common cause of moss in lawns. It is important to consider that moss does not kill the grass; it simply creates unfavorable growing conditions such as shade, poor drainage, poor fertility or compacted soil. These conditions, not the moss, ultimately cause the grass to die out. If you want to eliminate moss from a lawn, focus on improving conditions for growing grass, and don’t worry about the moss — it will disappear on its own as the grass gains vigor. Herbicides and chemical control have only short term effects on moss. If herbicide use is not accompanied by proper environmental and physical controls, then the initial effect will be bare dirt or mud. Mosses will eventually return because the lawn deficiency, which led to the moss invasion, still exists. When herbicides alone are used, the symptoms, not the cause, of a weedy lawn are being treated. Furthermore, many of the common herbicides, such as glyphosate, are ineffective against mosses, at least in some conditions. Therefore, if you perceive of the moss in your lawn as a problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but w concrete coring that moss does not kill the grass; it simply creates unfavorable growing conditions such as shade, poor drainage, poor fertility or compacted soil. These conditions, not the moss, ultimately cause the grass to die out. If you want to eliminate moss from a lawn, focus on improving conditions for growing grass, and don’t worry about the moss — it will disappear on its own as the grass gains vigor. Herbicides and chemical control have only short term effects on moss. If herbicide use is not accompanied by proper environmental and physical controls, then the initial effect will be bare dirt or mud. Mosses will eventually return because the lawn deficiency, which led to the moss invasion, still exists. When herbicides alone are used, the symptoms, not the cause, of a weedy lawn are being treated. Furthermore, many of the common herbicides, such as glyphosate, are ineffective against mosses, at least in some conditions. Therefore, if you perceive of the moss in your lawn as a problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone an concrete coring shade, poor drainage, poor fertility or compacted soil. These conditions, not the moss, ultimately cause the grass to die out. If you want to eliminate moss from a lawn, focus on improving conditions for growing grass, and don’t worry about the moss — it will disappear on its own as the grass gains vigor. Herbicides and chemical control have only short term effects on moss. If herbicide use is not accompanied by proper environmental and physical controls, then the initial effect will be bare dirt or mud. Mosses will eventually return because the lawn deficiency, which led to the moss invasion, still exists. When herbicides alone are used, the symptoms, not the cause, of a weedy lawn are being treated. Furthermore, many of the common herbicides, such as glyphosate, are ineffective against mosses, at least in some conditions. Therefore, if you perceive of the moss in your lawn as a problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatu concrete coring the grass to die out. If you want to eliminate moss from a lawn, focus on improving conditions for growing grass, and don’t worry about the moss — it will disappear on its own as the grass gains vigor. Herbicides and chemical control have only short term effects on moss. If herbicide use is not accompanied by proper environmental and physical controls, then the initial effect will be bare dirt or mud. Mosses will eventually return because the lawn deficiency, which led to the moss invasion, still exists. When herbicides alone are used, the symptoms, not the cause, of a weedy lawn are being treated. Furthermore, many of the common herbicides, such as glyphosate, are ineffective against mosses, at least in some conditions. Therefore, if you perceive of the moss in your lawn as a problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and su concrete coring on improving conditions for growing grass, and don’t worry about the moss — it will disappear on its own as the grass gains vigor. Herbicides and chemical control have only short term effects on moss. If herbicide use is not accompanied by proper environmental and physical controls, then the initial effect will be bare dirt or mud. Mosses will eventually return because the lawn deficiency, which led to the moss invasion, still exists. When herbicides alone are used, the symptoms, not the cause, of a weedy lawn are being treated. Furthermore, many of the common herbicides, such as glyphosate, are ineffective against mosses, at least in some conditions. Therefore, if you perceive of the moss in your lawn as a problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs concrete coring disappear on its own as the grass gains vigor. Herbicides and chemical control have only short term effects on moss. If herbicide use is not accompanied by proper environmental and physical controls, then the initial effect will be bare dirt or mud. Mosses will eventually return because the lawn deficiency, which led to the moss invasion, still exists. When herbicides alone are used, the symptoms, not the cause, of a weedy lawn are being treated. Furthermore, many of the common herbicides, such as glyphosate, are ineffective against mosses, at least in some conditions. Therefore, if you perceive of the moss in your lawn as a problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere wit concrete coring short term effects on moss. If herbicide use is not accompanied by proper environmental and physical controls, then the initial effect will be bare dirt or mud. Mosses will eventually return because the lawn deficiency, which led to the moss invasion, still exists. When herbicides alone are used, the symptoms, not the cause, of a weedy lawn are being treated. Furthermore, many of the common herbicides, such as glyphosate, are ineffective against mosses, at least in some conditions. Therefore, if you perceive of the moss in your lawn as a problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will concrete coring physical controls, then the initial effect will be bare dirt or mud. Mosses will eventually return because the lawn deficiency, which led to the moss invasion, still exists. When herbicides alone are used, the symptoms, not the cause, of a weedy lawn are being treated. Furthermore, many of the common herbicides, such as glyphosate, are ineffective against mosses, at least in some conditions. Therefore, if you perceive of the moss in your lawn as a problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mush concrete coring return because the lawn deficiency, which led to the moss invasion, still exists. When herbicides alone are used, the symptoms, not the cause, of a weedy lawn are being treated. Furthermore, many of the common herbicides, such as glyphosate, are ineffective against mosses, at least in some conditions. Therefore, if you perceive of the moss in your lawn as a problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidl concrete coring alone are used, the symptoms, not the cause, of a weedy lawn are being treated. Furthermore, many of the common herbicides, such as glyphosate, are ineffective against mosses, at least in some conditions. Therefore, if you perceive of the moss in your lawn as a problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during concrete coring Furthermore, many of the common herbicides, such as glyphosate, are ineffective against mosses, at least in some conditions. Therefore, if you perceive of the moss in your lawn as a problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. concrete coring in some conditions. Therefore, if you perceive of the moss in your lawn as a problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to ap concrete coring problem, improve conditions for growing grass, rather than using herbicides. Lime has often been suggested for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring for moss control. Lime will raise the soil pH but will do little or nothing to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring to prevent moss growth. The fact that the soil is acidic has little to do with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring with the growth of moss. In fact, you can see moss growing on limestone and concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring concrete. If your lawn area is moist and shady, you will have difficulty controlling moss because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring because you have an ideal environment for moss growth. Moss is often troublesome in spring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring when temperatures are cool and soil moisture high. Mushrooms, also called toadstools or puffballs, are fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring fruiting bodies of soil fungi. They appear in lawns during wet weather in spring and summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring summer. Mushrooms live on organic matter such as roots, stumps and boards in the soil. Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring Most don’t harm the lawn but are unsightly. Mushrooms that grow in arcs or circles of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring of dark green grass are called fairy rings. The arcs or rings enlarge from 3″ – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring – 2′ each season as the fungi grows outward. The fairy ring fungus may interfere with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring with water flow through the soil and stress the lawn. There is no chemical control for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring for mushrooms. Time is the best cure. Once the buried wood has completely decayed the mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring mushrooms will disappear. Break mushrooms with a garden rake or lawn mower for temporary control. This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring This helps to dry the mushrooms and reduces the risk of children eating them. Control individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring individual mushrooms by removing the organic matter. Dig up and remove the wood. Fill and reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring reseed, or sod, as needed. Bermuda grass is an annual, fine textured “creeping grass” that grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring grows and spreads rapidly during warm summer months. Similar to bent grass, this type of seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring seed is commonly used on golf courses and sports fields. Due to its rapid and sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring sometimes widespread growth during warm months, Bermuda can quickly take over cool-season grasses while dormant. Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring Herbicides are usually not as effective as simply hand-picking these weeds before they grow out of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring of control. To help prevent this, you can apply a pre-emergence just prior to its growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring growing season (usually spring time) to prevent the seeds from germinating. However, the other extreme is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring is to apply fluazifopbutyl or glyphosate to kill all of the grass, then reseed over it. This is only suggested if you plan on replanting or renovating your lawn afterwards. concrete coring

Write-up by Uggperfect

New York to attend the 66th UN General Assembly general debate of the Chinese Foreign Minister Yang Jiechi here on 22 arms sales to Taiwan to urge the U.S. side to right the error, take concrete actions to safeguard the overall situation of Sino-US relations and peace and stability across the Taiwan Strait. Yang is noon on the day US-China relations to the United States National Committee on US-China-US trade relations among the Commission published a speech created ​​the above remarks. New York to attend the 66th UN General Assembly general debate of the Chinese Foreign Minister Yang Jiechi here on 22 arms sales to Taiwan to urge the U.S. side to correct the error, take concrete actions to safeguard the overall circumstance of Sino-US relations and peace and stability across the Taiwan Strait.

Yang is noon on the day US-China relations to the United States National Committee on US-China-US trade relations among the Commission published a speech created ​​the above remarks.

Speech, Yang Jiechi expounded views on Sino-US relations, focusing on U.S. arms sales to Taiwan that the Chinese government’s solemn position. He mentioned that Sino-US relations not only to the well-getting of the two peoples, but also have an effect on the future of the world. Maintain and develop the Sino-US relations is the bounden duty of each parties.

Yang stressed that respect for every other’s core interests of China-US cooperation ought to follow the principles. Taiwan issue issues China’s sovereignty and territorial integrity, entails China’s core interests, affecting the 1.3 billion Chinese people’s national feelings, Sino-US relations has often been the most essential and most sensitive core concern. Lately, the United States despite China’s firm opposition, ignoring the cross-strait relations boost, the situation of peaceful development, large-scale arms sales to Taiwan again to make a wrong selection. U.S. acts seriously violated the 3 joint communiques, particularly the “August • 17″ communiques, critical interference in China’s internal affairs and seriously harm China’s national security, serious harm to China’s peaceful reunification, and Sino-US relations, but also made ​​against his own critical commitment to China is firmly opposed.

Yang stressed that the U.S. need to fully recognize the issue of U.S. arms sales to Taiwan and the severe harm of the extremely sensitive, very valued and seriously China’s solemn position and right the wrong practice of arms sales to Taiwan immediately revoke the wrong decision to cease arms sales to Taiwan and U.S. military ties with Taiwan, take concrete actions to safeguard the overall situation of Sino-US relations and peace and stability across the Taiwan Strait.

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Beautiful Home Interiors Start at the Flooring Level

Concrete block machine are used to build houses and fences and are always in demand. Here is how you can start your own business by making your concrete coring own concrete block machine at home.The recipe for the concrete block machine is 1:12-14 in other words 1 part cement : 12-14 parts sum graded aggregates. Aggregate is sand, gravel, crushed stone, slag, and recycled concrete and is used to reinforcement the strength. You will use fine and course ag concrete coring Aggregate is sand, gravel, crushed stone, slag, and recycled concrete and is used to reinforcement the strength. You will use fine and course aggregate.Put plastic inside your wooden mold and then pour in the concrete. Wait 24 hours, flip your block out and make another one.Lead paint can be removed from concrete relatively safely if you use protective gear and special products. Methods such as dry sanding or chipping must be avoided because these methods release l concrete coring your wooden mold and then pour in the concrete. Wait 24 hours, flip your block out and make another one.Lead paint can be removed from concrete relatively safely if you use protective gear and special products. Methods such as dry sanding or chipping must be avoided because these methods release lead dust into the air. In addition, heat guns, which are commonly used in paint removal, are not suitable for removing lead-based paint. The high heat may release fumes containing lead. Instead, soy-based products which soften and encapsulate the paint can be used with a much higher degree of safety.Put on all pro concrete coring relatively safely if you use protective gear and special products. Methods such as dry sanding or chipping must be avoided because these methods release lead dust into the air. In addition, heat guns, which are commonly used in paint removal, are not suitable for removing lead-based paint. The high heat may release fumes containing lead. Instead, soy-based products which soften and encapsulate the paint can be used with a much higher degree of safety.Put on all protective gear (safety glasses, rubber gloves, disposable tyvek suit and shoe covers and a painter’s mask) before beginning this project. If the cement you are working on is indoors, you should also open all windows in the room to provide extra ventilation.Take all items not essential for the job off of the cemen concrete coring the air. In addition, heat guns, which are commonly used in paint removal, are not suitable for removing lead-based paint. The high heat may release fumes containing lead. Instead, soy-based products which soften and encapsulate the paint can be used with a much higher degree of safety.Put on all protective gear (safety glasses, rubber gloves, disposable tyvek suit and shoe covers and a painter’s mask) before beginning this project. If the cement you are working on is indoors, you should also open all windows in the room to provide extra ventilation.Take all items not essential for the job off of the cement. Place protective plastic sheeting over grass and foliage (if outside) or any other items you wish to protect from the remover.Sweep loose debris from the floor. Mix the paint remover according to label directions. For example, Lead Out requires you to mix the stabilizer powder with the stripper gel.Pour the paint remover over the concrete coring lead. Instead, soy-based products which soften and encapsulate the paint can be used with a much higher degree of safety.Put on all protective gear (safety glasses, rubber gloves, disposable tyvek suit and shoe covers and a painter’s mask) before beginning this project. If the cement you are working on is indoors, you should also open all windows in the room to provide extra ventilation.Take all items not essential for the job off of the cement. Place protective plastic sheeting over grass and foliage (if outside) or any other items you wish to protect from the remover.Sweep loose debris from the floor. Mix the paint remover according to label directions. For example, Lead Out requires you to mix the stabilizer powder with the stripper gel.Pour the paint remover over the paint. Spread it evenly over the entire surface using a soft broom or a paint roller (long-handled). Make sure you spread it thick enough or it will not work as well (follow label directions).Using a concrete brick machine as a template, measure around the outside of the block and cut 2 x 4′s to length. You will be making a box. concrete coring rubber gloves, disposable tyvek suit and shoe covers and a painter’s mask) before beginning this project. If the cement you are working on is indoors, you should also open all windows in the room to provide extra ventilation.Take all items not essential for the job off of the cement. Place protective plastic sheeting over grass and foliage (if outside) or any other items you wish to protect from the remover.Sweep loose debris from the floor. Mix the paint remover according to label directions. For example, Lead Out requires you to mix the stabilizer powder with the stripper gel.Pour the paint remover over the paint. Spread it evenly over the entire surface using a soft broom or a paint roller (long-handled). Make sure you spread it thick enough or it will not work as well (follow label directions).Using a concrete brick machine as a template, measure around the outside of the block and cut 2 x 4′s to length. You will be making a box. 4 sides and a bottom but no top, as you will be pouring the concrete into the box. The Typical size is 300 x 200 x 150 mm. Use screws to hold the box together instead of nails. When you get the hang of it you will want to build a lot more wooden molds and can produce 100 blocks a day.Secure the area (if possible) to prevent concrete coring also open all windows in the room to provide extra ventilation.Take all items not essential for the job off of the cement. Place protective plastic sheeting over grass and foliage (if outside) or any other items you wish to protect from the remover.Sweep loose debris from the floor. Mix the paint remover according to label directions. For example, Lead Out requires you to mix the stabilizer powder with the stripper gel.Pour the paint remover over the paint. Spread it evenly over the entire surface using a soft broom or a paint roller (long-handled). Make sure you spread it thick enough or it will not work as well (follow label directions).Using a concrete brick machine as a template, measure around the outside of the block and cut 2 x 4′s to length. You will be making a box. 4 sides and a bottom but no top, as you will be pouring the concrete into the box. The Typical size is 300 x 200 x 150 mm. Use screws to hold the box together instead of nails. When you get the hang of it you will want to build a lot more wooden molds and can produce 100 blocks a day.Secure the area (if possible) to prevent people or animals from getting on the cement while you wait for the product to work. If indoors, close the doors to the room. If outdoors, put up signs or rope barriers. You will need to wait up to 24 hours for the product to finish its process.Place two garbage bags (one inside the other) into a cardboard box. This w concrete coring over grass and foliage (if outside) or any other items you wish to protect from the remover.Sweep loose debris from the floor. Mix the paint remover according to label directions. For example, Lead Out requires you to mix the stabilizer powder with the stripper gel.Pour the paint remover over the paint. Spread it evenly over the entire surface using a soft broom or a paint roller (long-handled). Make sure you spread it thick enough or it will not work as well (follow label directions).Using a concrete brick machine as a template, measure around the outside of the block and cut 2 x 4′s to length. You will be making a box. 4 sides and a bottom but no top, as you will be pouring the concrete into the box. The Typical size is 300 x 200 x 150 mm. Use screws to hold the box together instead of nails. When you get the hang of it you will want to build a lot more wooden molds and can produce 100 blocks a day.Secure the area (if possible) to prevent people or animals from getting on the cement while you wait for the product to work. If indoors, close the doors to the room. If outdoors, put up signs or rope barriers. You will need to wait up to 24 hours for the product to finish its process.Place two garbage bags (one inside the other) into a cardboard box. This will be your paint disposal area (the cardboard box makes it easier to carry the paint to the disposal site or outdoor trash container).Scrape up the paint with a long-handled scraper. Paint should come up easily. If it does not, the product needs more time to work (or you did not apply enough). Place the concrete coring according to label directions. For example, Lead Out requires you to mix the stabilizer powder with the stripper gel.Pour the paint remover over the paint. Spread it evenly over the entire surface using a soft broom or a paint roller (long-handled). Make sure you spread it thick enough or it will not work as well (follow label directions).Using a concrete brick machine as a template, measure around the outside of the block and cut 2 x 4′s to length. You will be making a box. 4 sides and a bottom but no top, as you will be pouring the concrete into the box. The Typical size is 300 x 200 x 150 mm. Use screws to hold the box together instead of nails. When you get the hang of it you will want to build a lot more wooden molds and can produce 100 blocks a day.Secure the area (if possible) to prevent people or animals from getting on the cement while you wait for the product to work. If indoors, close the doors to the room. If outdoors, put up signs or rope barriers. You will need to wait up to 24 hours for the product to finish its process.Place two garbage bags (one inside the other) into a cardboard box. This will be your paint disposal area (the cardboard box makes it easier to carry the paint to the disposal site or outdoor trash container).Scrape up the paint with a long-handled scraper. Paint should come up easily. If it does not, the product needs more time to work (or you did not apply enough). Place the paint (you can use the scraper or a small shovel) into the garbage bags inside the cardboard box. When the box is full, tie the bags closed and dispose of them according to product label directions or your local household waste authority’s advice.Mop the cement with water according to the product instructions. concrete coring it evenly over the entire surface using a soft broom or a paint roller (long-handled). Make sure you spread it thick enough or it will not work as well (follow label directions).Using a concrete brick machine as a template, measure around the outside of the block and cut 2 x 4′s to length. You will be making a box. 4 sides and a bottom but no top, as you will be pouring the concrete into the box. The Typical size is 300 x 200 x 150 mm. Use screws to hold the box together instead of nails. When you get the hang of it you will want to build a lot more wooden molds and can produce 100 blocks a day.Secure the area (if possible) to prevent people or animals from getting on the cement while you wait for the product to work. If indoors, close the doors to the room. If outdoors, put up signs or rope barriers. You will need to wait up to 24 hours for the product to finish its process.Place two garbage bags (one inside the other) into a cardboard box. This will be your paint disposal area (the cardboard box makes it easier to carry the paint to the disposal site or outdoor trash container).Scrape up the paint with a long-handled scraper. Paint should come up easily. If it does not, the product needs more time to work (or you did not apply enough). Place the paint (you can use the scraper or a small shovel) into the garbage bags inside the cardboard box. When the box is full, tie the bags closed and dispose of them according to product label directions or your local household waste authority’s advice.Mop the cement with water according to the product instructions. Scrubbing with the mop may or may not be necessary. If outdoors, you can use a water hose–the paint remover should have rendered the lead in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationa concrete coring as well (follow label directions).Using a concrete brick machine as a template, measure around the outside of the block and cut 2 x 4′s to length. You will be making a box. 4 sides and a bottom but no top, as you will be pouring the concrete into the box. The Typical size is 300 x 200 x 150 mm. Use screws to hold the box together instead of nails. When you get the hang of it you will want to build a lot more wooden molds and can produce 100 blocks a day.Secure the area (if possible) to prevent people or animals from getting on the cement while you wait for the product to work. If indoors, close the doors to the room. If outdoors, put up signs or rope barriers. You will need to wait up to 24 hours for the product to finish its process.Place two garbage bags (one inside the other) into a cardboard box. This will be your paint disposal area (the cardboard box makes it easier to carry the paint to the disposal site or outdoor trash container).Scrape up the paint with a long-handled scraper. Paint should come up easily. If it does not, the product needs more time to work (or you did not apply enough). Place the paint (you can use the scraper or a small shovel) into the garbage bags inside the cardboard box. When the box is full, tie the bags closed and dispose of them according to product label directions or your local household waste authority’s advice.Mop the cement with water according to the product instructions. Scrubbing with the mop may or may not be necessary. If outdoors, you can use a water hose–the paint remover should have rendered the lead in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationary type machine. These machines run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring You will be making a box. 4 sides and a bottom but no top, as you will be pouring the concrete into the box. The Typical size is 300 x 200 x 150 mm. Use screws to hold the box together instead of nails. When you get the hang of it you will want to build a lot more wooden molds and can produce 100 blocks a day.Secure the area (if possible) to prevent people or animals from getting on the cement while you wait for the product to work. If indoors, close the doors to the room. If outdoors, put up signs or rope barriers. You will need to wait up to 24 hours for the product to finish its process.Place two garbage bags (one inside the other) into a cardboard box. This will be your paint disposal area (the cardboard box makes it easier to carry the paint to the disposal site or outdoor trash container).Scrape up the paint with a long-handled scraper. Paint should come up easily. If it does not, the product needs more time to work (or you did not apply enough). Place the paint (you can use the scraper or a small shovel) into the garbage bags inside the cardboard box. When the box is full, tie the bags closed and dispose of them according to product label directions or your local household waste authority’s advice.Mop the cement with water according to the product instructions. Scrubbing with the mop may or may not be necessary. If outdoors, you can use a water hose–the paint remover should have rendered the lead in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationary type machine. These machines run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring is 300 x 200 x 150 mm. Use screws to hold the box together instead of nails. When you get the hang of it you will want to build a lot more wooden molds and can produce 100 blocks a day.Secure the area (if possible) to prevent people or animals from getting on the cement while you wait for the product to work. If indoors, close the doors to the room. If outdoors, put up signs or rope barriers. You will need to wait up to 24 hours for the product to finish its process.Place two garbage bags (one inside the other) into a cardboard box. This will be your paint disposal area (the cardboard box makes it easier to carry the paint to the disposal site or outdoor trash container).Scrape up the paint with a long-handled scraper. Paint should come up easily. If it does not, the product needs more time to work (or you did not apply enough). Place the paint (you can use the scraper or a small shovel) into the garbage bags inside the cardboard box. When the box is full, tie the bags closed and dispose of them according to product label directions or your local household waste authority’s advice.Mop the cement with water according to the product instructions. Scrubbing with the mop may or may not be necessary. If outdoors, you can use a water hose–the paint remover should have rendered the lead in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationary type machine. These machines run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring to build a lot more wooden molds and can produce 100 blocks a day.Secure the area (if possible) to prevent people or animals from getting on the cement while you wait for the product to work. If indoors, close the doors to the room. If outdoors, put up signs or rope barriers. You will need to wait up to 24 hours for the product to finish its process.Place two garbage bags (one inside the other) into a cardboard box. This will be your paint disposal area (the cardboard box makes it easier to carry the paint to the disposal site or outdoor trash container).Scrape up the paint with a long-handled scraper. Paint should come up easily. If it does not, the product needs more time to work (or you did not apply enough). Place the paint (you can use the scraper or a small shovel) into the garbage bags inside the cardboard box. When the box is full, tie the bags closed and dispose of them according to product label directions or your local household waste authority’s advice.Mop the cement with water according to the product instructions. Scrubbing with the mop may or may not be necessary. If outdoors, you can use a water hose–the paint remover should have rendered the lead in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationary type machine. These machines run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring the cement while you wait for the product to work. If indoors, close the doors to the room. If outdoors, put up signs or rope barriers. You will need to wait up to 24 hours for the product to finish its process.Place two garbage bags (one inside the other) into a cardboard box. This will be your paint disposal area (the cardboard box makes it easier to carry the paint to the disposal site or outdoor trash container).Scrape up the paint with a long-handled scraper. Paint should come up easily. If it does not, the product needs more time to work (or you did not apply enough). Place the paint (you can use the scraper or a small shovel) into the garbage bags inside the cardboard box. When the box is full, tie the bags closed and dispose of them according to product label directions or your local household waste authority’s advice.Mop the cement with water according to the product instructions. Scrubbing with the mop may or may not be necessary. If outdoors, you can use a water hose–the paint remover should have rendered the lead in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationary type machine. These machines run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring will need to wait up to 24 hours for the product to finish its process.Place two garbage bags (one inside the other) into a cardboard box. This will be your paint disposal area (the cardboard box makes it easier to carry the paint to the disposal site or outdoor trash container).Scrape up the paint with a long-handled scraper. Paint should come up easily. If it does not, the product needs more time to work (or you did not apply enough). Place the paint (you can use the scraper or a small shovel) into the garbage bags inside the cardboard box. When the box is full, tie the bags closed and dispose of them according to product label directions or your local household waste authority’s advice.Mop the cement with water according to the product instructions. Scrubbing with the mop may or may not be necessary. If outdoors, you can use a water hose–the paint remover should have rendered the lead in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationary type machine. These machines run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring This will be your paint disposal area (the cardboard box makes it easier to carry the paint to the disposal site or outdoor trash container).Scrape up the paint with a long-handled scraper. Paint should come up easily. If it does not, the product needs more time to work (or you did not apply enough). Place the paint (you can use the scraper or a small shovel) into the garbage bags inside the cardboard box. When the box is full, tie the bags closed and dispose of them according to product label directions or your local household waste authority’s advice.Mop the cement with water according to the product instructions. Scrubbing with the mop may or may not be necessary. If outdoors, you can use a water hose–the paint remover should have rendered the lead in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationary type machine. These machines run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring the paint with a long-handled scraper. Paint should come up easily. If it does not, the product needs more time to work (or you did not apply enough). Place the paint (you can use the scraper or a small shovel) into the garbage bags inside the cardboard box. When the box is full, tie the bags closed and dispose of them according to product label directions or your local household waste authority’s advice.Mop the cement with water according to the product instructions. Scrubbing with the mop may or may not be necessary. If outdoors, you can use a water hose–the paint remover should have rendered the lead in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationary type machine. These machines run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring enough). Place the paint (you can use the scraper or a small shovel) into the garbage bags inside the cardboard box. When the box is full, tie the bags closed and dispose of them according to product label directions or your local household waste authority’s advice.Mop the cement with water according to the product instructions. Scrubbing with the mop may or may not be necessary. If outdoors, you can use a water hose–the paint remover should have rendered the lead in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationary type machine. These machines run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring the bags closed and dispose of them according to product label directions or your local household waste authority’s advice.Mop the cement with water according to the product instructions. Scrubbing with the mop may or may not be necessary. If outdoors, you can use a water hose–the paint remover should have rendered the lead in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationary type machine. These machines run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring product instructions. Scrubbing with the mop may or may not be necessary. If outdoors, you can use a water hose–the paint remover should have rendered the lead in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationary type machine. These machines run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring in the paint relatively harmless (but follow label instructions regarding rinsing the area).Concrete brick machine are usually produced using a semi-mechanized stationary type machine. These machines run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring run thousands of dollars and allow you to produce a 1000 blocks per day. But if you are just starting out and can’t afford a machine yet, you can build your own mold. concrete coring

Post by Pat Boardman

The dream style of a house is generally restricted by budgetary constraints for us non-millionaires building or performing extensive renovations on house below the gloomy shadow of a mortgage. This write-up discusses a range of temptingly classy flooring materials, some of which could drive a project over spending budget but that is what dreams are all about.

Not every person can decide on an costly flooring material and then get the rest of the room to match so it makes far more sense to decide on something like laminate flooring where there are a wide range of colors and grains to match the decor. It takes some shopping around on-line and in person to view the numerous other selections and varieties of flooring.

There is the category of tough flooring, which consists of costly supplies like marble, granite, slate, terra cotta tile, ceramic tile, mosaic tile, and polished concrete. Those of us with castles and manors would have a lot of this operating by means of the rooms – a few thousand square feet of marble or granite flooring would run into the tens of thousands or a lot more after installation costs are added.

Wood flooring offers many appealing options to the house owner. It is a category that contains bamboo floors, parquet, hardwood, engineered hardwood, plank, and strip. There is also a range of fiber flooring supplies created of various synthetics that is less costly, but wood is the traditional favorite. Genuine hardwood can get really expensive so individuals are looking at the newcomer to the industry, bamboo.

A reasonably new technologies has allowed manufacturers to make a smooth flooring material from the eco-friendly bamboo stalk. Bamboo has the high-good quality look of hardwood and equal durability at a fraction of the cost. Like wood, there are diverse hardness levels based on the species, but bamboo can score just as high as typical tree wood in hardness and durability. For this reason men and women are turning to bamboo flooring for much better value. Timber bamboo is simpler to grow than trees it’s harvested in between three to seven years depending on the species.

Laminate flooring is also grouped in the wood flooring category but hardly ever consists of any wood. It consists of four layers: a base layer of fiberglass, the core layer of fiberboard, a thin decorative layer made to resemble sorts of grains and colors, and a transparent protective ambulatory layer. These layers are compressed at high temperature and pressure to bind together as a durable floor surface.

Hardwood flooring installation employing real wood flooring is high-priced but pleasing in its standard role as the way to warm up a room’s appeal. The home is a key investment so renovating component of it with hardwood increases the overall value so for numerous people the effort is satisfying. They can get pleasure from the luxury of the genuine wood and make the home much more attractive to future buyers (supplied that the wood is taken care of and maintained in pristine condition). Abuse of hardwood can bring out the grumpy old man in any homeowner, especially do-it-yourselfers.

For areas where the floors are bound to suffer from surface traffic and funds are limited, linoleum and vinyl floors can be the answer. They are low-cost and durable so much less worry has to go into keeping the floor if you drop a can of paint on it there will not be the accompanying close to heart attack of shock at your lovely floor becoming ruined.

About the Author

Search engine optimization Pat Boardman writes in reference to Toronto engineered flooring supplier Future Flooring who give hand scraped hardwood flooring and laminate flooring Toronto with showroom in Richmond Hill Ontario.

Core samples are drilled for strength tests and to offer us with some details on void ratios. Combined with the outcomes of the infiltration tests, this indicates whether we can move ahead with pouring the rest of the porous concrete cells.
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Wood Floors NY is Texturally Magnificent

Abstract: reinforced concrete beam outside the direct stress and load times under stress, causing structural deformation and cracks. This paper analyzes the concrete coring reinforced concrete beam crack causes and the corresponding control measures. Keywords: reinforced concrete beam cracks Component in the course of the long-term effect by the annual range of temperature, when the temperature difference of expansion and contraction stress when the ultimate tensile strength greater tha concrete coring effect by the annual range of temperature, when the temperature difference of expansion and contraction stress when the ultimate tensile strength greater than the component will crack. Crack by many factors, including structural design, foundation settlement differences, the construction quality, materials quality, environmental impact, regardless of cause of the cracks which will impact to the building body structure. One, the reasons for crack formation. 1, the site concrete coring than the component will crack. Crack by many factors, including structural design, foundation settlement differences, the construction quality, materials quality, environmental impact, regardless of cause of the cracks which will impact to the building body structure. One, the reasons for crack formation. 1, the site of fracture. (A) the tensile cracks in beams. When pouring concrete construction because of poor management, poor use of steel, resulting in insufficient strength tensile steel beams. Construction, the early form removal, construction loads exceeding the design load or strength less than the design requirements, and the use of improper concrete coring regardless of cause of the cracks which will impact to the building body structure. One, the reasons for crack formation. 1, the site of fracture. (A) the tensile cracks in beams. When pouring concrete construction because of poor management, poor use of steel, resulting in insufficient strength tensile steel beams. Construction, the early form removal, construction loads exceeding the design load or strength less than the design requirements, and the use of improper use of load greatly exceeds the original design load, the beam cracks in tension zone. Beam generated by the tensile cracks commonly used slurry closed, to prevent corrosion, and then do under the circumstances reinforcement processing. (B) of the beam near the diagonal crack in the bearing. Beam intensity lower concrete coring site of fracture. (A) the tensile cracks in beams. When pouring concrete construction because of poor management, poor use of steel, resulting in insufficient strength tensile steel beams. Construction, the early form removal, construction loads exceeding the design load or strength less than the design requirements, and the use of improper use of load greatly exceeds the original design load, the beam cracks in tension zone. Beam generated by the tensile cracks commonly used slurry closed, to prevent corrosion, and then do under the circumstances reinforcement processing. (B) of the beam near the diagonal crack in the bearing. Beam intensity lower than the design concrete strength, shear steel shortage, stirrups did not increase, some due to overload, early form removal strength when the concrete strength less than the standard value, resulting in a low and produce shear capacity of shear cracks. Should first deal concrete coring in insufficient strength tensile steel beams. Construction, the early form removal, construction loads exceeding the design load or strength less than the design requirements, and the use of improper use of load greatly exceeds the original design load, the beam cracks in tension zone. Beam generated by the tensile cracks commonly used slurry closed, to prevent corrosion, and then do under the circumstances reinforcement processing. (B) of the beam near the diagonal crack in the bearing. Beam intensity lower than the design concrete strength, shear steel shortage, stirrups did not increase, some due to overload, early form removal strength when the concrete strength less than the standard value, resulting in a low and produce shear capacity of shear cracks. Should first deal with the bonding slurry hydraulic injection, further reinforcement, to ensure the safe use of beams. (C) of the beam compression zone cracks. Beam height is small, and some checking beam without crack, not compacting concrete vibrators, long beam on temperature and diurnal temperature deformation concrete coring design requirements, and the use of improper use of load greatly exceeds the original design load, the beam cracks in tension zone. Beam generated by the tensile cracks commonly used slurry closed, to prevent corrosion, and then do under the circumstances reinforcement processing. (B) of the beam near the diagonal crack in the bearing. Beam intensity lower than the design concrete strength, shear steel shortage, stirrups did not increase, some due to overload, early form removal strength when the concrete strength less than the standard value, resulting in a low and produce shear capacity of shear cracks. Should first deal with the bonding slurry hydraulic injection, further reinforcement, to ensure the safe use of beams. (C) of the beam compression zone cracks. Beam height is small, and some checking beam without crack, not compacting concrete vibrators, long beam on temperature and diurnal temperature deformation under the action of temperature and long-term environment in the dry state shrinkage deformation, beam temperature and shrinkage The comprehensive Cooperation With the next crack. Under the wide and narrow slit, a cross-cutting, not through the. Crack length for the high beam 3 / 5 4 / concrete coring Beam generated by the tensile cracks commonly used slurry closed, to prevent corrosion, and then do under the circumstances reinforcement processing. (B) of the beam near the diagonal crack in the bearing. Beam intensity lower than the design concrete strength, shear steel shortage, stirrups did not increase, some due to overload, early form removal strength when the concrete strength less than the standard value, resulting in a low and produce shear capacity of shear cracks. Should first deal with the bonding slurry hydraulic injection, further reinforcement, to ensure the safe use of beams. (C) of the beam compression zone cracks. Beam height is small, and some checking beam without crack, not compacting concrete vibrators, long beam on temperature and diurnal temperature deformation under the action of temperature and long-term environment in the dry state shrinkage deformation, beam temperature and shrinkage The comprehensive Cooperation With the next crack. Under the wide and narrow slit, a cross-cutting, not through the. Crack length for the high beam 3 / 5 4 / 5, not crack the bottom beam, which cracks can be pressure cement injection, bonding and sealing cracks and reinforced. 2, Analysis. Reinforced concrete beam cracks are complex, including: material or climatic factors, inappropriate construction, design and construction errors, change concrete coring of the beam near the diagonal crack in the bearing. Beam intensity lower than the design concrete strength, shear steel shortage, stirrups did not increase, some due to overload, early form removal strength when the concrete strength less than the standard value, resulting in a low and produce shear capacity of shear cracks. Should first deal with the bonding slurry hydraulic injection, further reinforcement, to ensure the safe use of beams. (C) of the beam compression zone cracks. Beam height is small, and some checking beam without crack, not compacting concrete vibrators, long beam on temperature and diurnal temperature deformation under the action of temperature and long-term environment in the dry state shrinkage deformation, beam temperature and shrinkage The comprehensive Cooperation With the next crack. Under the wide and narrow slit, a cross-cutting, not through the. Crack length for the high beam 3 / 5 4 / 5, not crack the bottom beam, which cracks can be pressure cement injection, bonding and sealing cracks and reinforced. 2, Analysis. Reinforced concrete beam cracks are complex, including: material or climatic factors, inappropriate construction, design and construction errors, change the function or use of unreasonable. Can generally be summarized as follows: shrinkage cracks. Concrete is still in the not fully hardened state, such as excessive drying, the shrinkage cracks, usually on the surface, irregular cracks, width small. When the hydration and hardening of cement c concrete coring did not increase, some due to overload, early form removal strength when the concrete strength less than the standard value, resulting in a low and produce shear capacity of shear cracks. Should first deal with the bonding slurry hydraulic injection, further reinforcement, to ensure the safe use of beams. (C) of the beam compression zone cracks. Beam height is small, and some checking beam without crack, not compacting concrete vibrators, long beam on temperature and diurnal temperature deformation under the action of temperature and long-term environment in the dry state shrinkage deformation, beam temperature and shrinkage The comprehensive Cooperation With the next crack. Under the wide and narrow slit, a cross-cutting, not through the. Crack length for the high beam 3 / 5 4 / 5, not crack the bottom beam, which cracks can be pressure cement injection, bonding and sealing cracks and reinforced. 2, Analysis. Reinforced concrete beam cracks are complex, including: material or climatic factors, inappropriate construction, design and construction errors, change the function or use of unreasonable. Can generally be summarized as follows: shrinkage cracks. Concrete is still in the not fully hardened state, such as excessive drying, the shrinkage cracks, usually on the surface, irregular cracks, width small. When the hydration and hardening of cement cracks. Cement hydration and hardening process, distributed a lot of heat generated inside and outside the concrete temperature above a certain value, due to inconsistencies resulting from concrete shrinkage cracks. Temperature change cracks. During the hardening of cement, con concrete coring a low and produce shear capacity of shear cracks. Should first deal with the bonding slurry hydraulic injection, further reinforcement, to ensure the safe use of beams. (C) of the beam compression zone cracks. Beam height is small, and some checking beam without crack, not compacting concrete vibrators, long beam on temperature and diurnal temperature deformation under the action of temperature and long-term environment in the dry state shrinkage deformation, beam temperature and shrinkage The comprehensive Cooperation With the next crack. Under the wide and narrow slit, a cross-cutting, not through the. Crack length for the high beam 3 / 5 4 / 5, not crack the bottom beam, which cracks can be pressure cement injection, bonding and sealing cracks and reinforced. 2, Analysis. Reinforced concrete beam cracks are complex, including: material or climatic factors, inappropriate construction, design and construction errors, change the function or use of unreasonable. Can generally be summarized as follows: shrinkage cracks. Concrete is still in the not fully hardened state, such as excessive drying, the shrinkage cracks, usually on the surface, irregular cracks, width small. When the hydration and hardening of cement cracks. Cement hydration and hardening process, distributed a lot of heat generated inside and outside the concrete temperature above a certain value, due to inconsistencies resulting from concrete shrinkage cracks. Temperature change cracks. During the hardening of cement, concrete, larger temperature difference between surface and interior, leading to rapid temperature changes of concrete surfaces have a greater cooling and contraction, are bound within the concrete, and cracks. Inadequate design. If enough cross section of reinforced concrete beams, bea concrete coring the safe use of beams. (C) of the beam compression zone cracks. Beam height is small, and some checking beam without crack, not compacting concrete vibrators, long beam on temperature and diurnal temperature deformation under the action of temperature and long-term environment in the dry state shrinkage deformation, beam temperature and shrinkage The comprehensive Cooperation With the next crack. Under the wide and narrow slit, a cross-cutting, not through the. Crack length for the high beam 3 / 5 4 / 5, not crack the bottom beam, which cracks can be pressure cement injection, bonding and sealing cracks and reinforced. 2, Analysis. Reinforced concrete beam cracks are complex, including: material or climatic factors, inappropriate construction, design and construction errors, change the function or use of unreasonable. Can generally be summarized as follows: shrinkage cracks. Concrete is still in the not fully hardened state, such as excessive drying, the shrinkage cracks, usually on the surface, irregular cracks, width small. When the hydration and hardening of cement cracks. Cement hydration and hardening process, distributed a lot of heat generated inside and outside the concrete temperature above a certain value, due to inconsistencies resulting from concrete shrinkage cracks. Temperature change cracks. During the hardening of cement, concrete, larger temperature difference between surface and interior, leading to rapid temperature changes of concrete surfaces have a greater cooling and contraction, are bound within the concrete, and cracks. Inadequate design. If enough cross section of reinforced concrete beams, beam span is too large, a high degree of small, or because of calculation error, the reinforced section is too small, improper location of reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence concrete coring not compacting concrete vibrators, long beam on temperature and diurnal temperature deformation under the action of temperature and long-term environment in the dry state shrinkage deformation, beam temperature and shrinkage The comprehensive Cooperation With the next crack. Under the wide and narrow slit, a cross-cutting, not through the. Crack length for the high beam 3 / 5 4 / 5, not crack the bottom beam, which cracks can be pressure cement injection, bonding and sealing cracks and reinforced. 2, Analysis. Reinforced concrete beam cracks are complex, including: material or climatic factors, inappropriate construction, design and construction errors, change the function or use of unreasonable. Can generally be summarized as follows: shrinkage cracks. Concrete is still in the not fully hardened state, such as excessive drying, the shrinkage cracks, usually on the surface, irregular cracks, width small. When the hydration and hardening of cement cracks. Cement hydration and hardening process, distributed a lot of heat generated inside and outside the concrete temperature above a certain value, due to inconsistencies resulting from concrete shrinkage cracks. Temperature change cracks. During the hardening of cement, concrete, larger temperature difference between surface and interior, leading to rapid temperature changes of concrete surfaces have a greater cooling and contraction, are bound within the concrete, and cracks. Inadequate design. If enough cross section of reinforced concrete beams, beam span is too large, a high degree of small, or because of calculation error, the reinforced section is too small, improper location of reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence and composition of concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive c concrete coring dry state shrinkage deformation, beam temperature and shrinkage The comprehensive Cooperation With the next crack. Under the wide and narrow slit, a cross-cutting, not through the. Crack length for the high beam 3 / 5 4 / 5, not crack the bottom beam, which cracks can be pressure cement injection, bonding and sealing cracks and reinforced. 2, Analysis. Reinforced concrete beam cracks are complex, including: material or climatic factors, inappropriate construction, design and construction errors, change the function or use of unreasonable. Can generally be summarized as follows: shrinkage cracks. Concrete is still in the not fully hardened state, such as excessive drying, the shrinkage cracks, usually on the surface, irregular cracks, width small. When the hydration and hardening of cement cracks. Cement hydration and hardening process, distributed a lot of heat generated inside and outside the concrete temperature above a certain value, due to inconsistencies resulting from concrete shrinkage cracks. Temperature change cracks. During the hardening of cement, concrete, larger temperature difference between surface and interior, leading to rapid temperature changes of concrete surfaces have a greater cooling and contraction, are bound within the concrete, and cracks. Inadequate design. If enough cross section of reinforced concrete beams, beam span is too large, a high degree of small, or because of calculation error, the reinforced section is too small, improper location of reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence and composition of concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete co concrete coring cross-cutting, not through the. Crack length for the high beam 3 / 5 4 / 5, not crack the bottom beam, which cracks can be pressure cement injection, bonding and sealing cracks and reinforced. 2, Analysis. Reinforced concrete beam cracks are complex, including: material or climatic factors, inappropriate construction, design and construction errors, change the function or use of unreasonable. Can generally be summarized as follows: shrinkage cracks. Concrete is still in the not fully hardened state, such as excessive drying, the shrinkage cracks, usually on the surface, irregular cracks, width small. When the hydration and hardening of cement cracks. Cement hydration and hardening process, distributed a lot of heat generated inside and outside the concrete temperature above a certain value, due to inconsistencies resulting from concrete shrinkage cracks. Temperature change cracks. During the hardening of cement, concrete, larger temperature difference between surface and interior, leading to rapid temperature changes of concrete surfaces have a greater cooling and contraction, are bound within the concrete, and cracks. Inadequate design. If enough cross section of reinforced concrete beams, beam span is too large, a high degree of small, or because of calculation error, the reinforced section is too small, improper location of reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence and composition of concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete seg concrete coring be pressure cement injection, bonding and sealing cracks and reinforced. 2, Analysis. Reinforced concrete beam cracks are complex, including: material or climatic factors, inappropriate construction, design and construction errors, change the function or use of unreasonable. Can generally be summarized as follows: shrinkage cracks. Concrete is still in the not fully hardened state, such as excessive drying, the shrinkage cracks, usually on the surface, irregular cracks, width small. When the hydration and hardening of cement cracks. Cement hydration and hardening process, distributed a lot of heat generated inside and outside the concrete temperature above a certain value, due to inconsistencies resulting from concrete shrinkage cracks. Temperature change cracks. During the hardening of cement, concrete, larger temperature difference between surface and interior, leading to rapid temperature changes of concrete surfaces have a greater cooling and contraction, are bound within the concrete, and cracks. Inadequate design. If enough cross section of reinforced concrete beams, beam span is too large, a high degree of small, or because of calculation error, the reinforced section is too small, improper location of reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence and composition of concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump concrete coring factors, inappropriate construction, design and construction errors, change the function or use of unreasonable. Can generally be summarized as follows: shrinkage cracks. Concrete is still in the not fully hardened state, such as excessive drying, the shrinkage cracks, usually on the surface, irregular cracks, width small. When the hydration and hardening of cement cracks. Cement hydration and hardening process, distributed a lot of heat generated inside and outside the concrete temperature above a certain value, due to inconsistencies resulting from concrete shrinkage cracks. Temperature change cracks. During the hardening of cement, concrete, larger temperature difference between surface and interior, leading to rapid temperature changes of concrete surfaces have a greater cooling and contraction, are bound within the concrete, and cracks. Inadequate design. If enough cross section of reinforced concrete beams, beam span is too large, a high degree of small, or because of calculation error, the reinforced section is too small, improper location of reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence and composition of concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete a concrete coring Concrete is still in the not fully hardened state, such as excessive drying, the shrinkage cracks, usually on the surface, irregular cracks, width small. When the hydration and hardening of cement cracks. Cement hydration and hardening process, distributed a lot of heat generated inside and outside the concrete temperature above a certain value, due to inconsistencies resulting from concrete shrinkage cracks. Temperature change cracks. During the hardening of cement, concrete, larger temperature difference between surface and interior, leading to rapid temperature changes of concrete surfaces have a greater cooling and contraction, are bound within the concrete, and cracks. Inadequate design. If enough cross section of reinforced concrete beams, beam span is too large, a high degree of small, or because of calculation error, the reinforced section is too small, improper location of reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence and composition of concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring width small. When the hydration and hardening of cement cracks. Cement hydration and hardening process, distributed a lot of heat generated inside and outside the concrete temperature above a certain value, due to inconsistencies resulting from concrete shrinkage cracks. Temperature change cracks. During the hardening of cement, concrete, larger temperature difference between surface and interior, leading to rapid temperature changes of concrete surfaces have a greater cooling and contraction, are bound within the concrete, and cracks. Inadequate design. If enough cross section of reinforced concrete beams, beam span is too large, a high degree of small, or because of calculation error, the reinforced section is too small, improper location of reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence and composition of concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring and outside the concrete temperature above a certain value, due to inconsistencies resulting from concrete shrinkage cracks. Temperature change cracks. During the hardening of cement, concrete, larger temperature difference between surface and interior, leading to rapid temperature changes of concrete surfaces have a greater cooling and contraction, are bound within the concrete, and cracks. Inadequate design. If enough cross section of reinforced concrete beams, beam span is too large, a high degree of small, or because of calculation error, the reinforced section is too small, improper location of reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence and composition of concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring hardening of cement, concrete, larger temperature difference between surface and interior, leading to rapid temperature changes of concrete surfaces have a greater cooling and contraction, are bound within the concrete, and cracks. Inadequate design. If enough cross section of reinforced concrete beams, beam span is too large, a high degree of small, or because of calculation error, the reinforced section is too small, improper location of reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence and composition of concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring cooling and contraction, are bound within the concrete, and cracks. Inadequate design. If enough cross section of reinforced concrete beams, beam span is too large, a high degree of small, or because of calculation error, the reinforced section is too small, improper location of reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence and composition of concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring is too large, a high degree of small, or because of calculation error, the reinforced section is too small, improper location of reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence and composition of concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring reinforcement, the node is unreasonable, will be led to the structural cracks in concrete beams. Second, control measures. Occurrence and composition of concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring concrete cracks of concrete cement, net sand, gravel, mixing agent of raw materials, but also with concrete after pouring the insulation moisture conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring conservation measures relevant. (A) the quality control of raw materials. Cement: In the concrete pavement and massive concrete facilities in the higher temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring temperature rise caused by hydration heat, temperature range, the temperature easily cause cracks. To this end, should be used in the construction of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring of the lower heat of hydration of cement, cement used to minimize the amount of units. Coarse aggregate: in reinforced concrete construction, the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring the maximum size of coarse aggregate and reinforcement of structures, concrete water craft, larger aggregate size to reduce water consumption, concrete shrinkage and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring and bleeding of the consequent reduction However, increasing the size of aggregate concrete segregation prone, therefore, must adjust grading design, and strengthen the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring the vibration during the construction. For the size of 5 ~ 40mm stones require fewer needle sheet, ultra-low regulation, particle size distribution curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring curves meet screening requirements, so to avoid blocking the pump, reduce the rate of sand, cement consumption, increasing concrete strength. The results showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring showed that: The stone size 5-40mm 5 ~ 25mm diameter than the use of gravel to reduce water consumption per cubic meter of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring of concrete around l5kg: cement ratio in the same circumstances, to reduce the amount of cement per cubic meter of concrete around 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring 20kg (water-cement ratio 0.709), while reducing the temperature of concrete; when the particle size of 50mm gravel to meet the screening curve requirements, the sand rate control can be met in 42% of the pumping requirements. concrete coring

Article by Floor Expo

Nicely, wood floors NY have often adorned the residential and commercial complexes with their exotic looks and magnificence. It is their durability, straightforward accessibility and texture beauty that have enabled people going for it. Soon after all, everybody likes to have something classy and unique in their residence. And it is the wood floors NY with diverse designer patterns that they have been making a location for themselves. These varieties of floors are an investment for life span, so it is greater to take care on each step of maintaining that investment sparkling and shiny. Indeed, one should not ignore the modest items to make particular that floors, whether or not solid wood or laminate, are scuff and stain-free of charge.

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One more form of wood floors NY is engineered. These are comprised of much more than two layers of wood in the form of a plank. The best layer, recognized as lamella, is the wood that is noticeable when the flooring is installed, and is stick to the core or substrate that gives the constancy. Laminate, vinyl and veneer floors are typically mistaken with engineered wood-floors. Laminate utilizes an icon of wood on its shell, vinyl is plastic designed to appear like wood, and veneer makes use of a slender layer of wood with a core that could be 1 of a number of diverse composite wood merchandise. Engineered wood is one of the most preferred wood floors NY used internationally. Its subservient category is acrylic impregnated wood flooring that utilizes a genuine wood veneer that is saturated with liquid acrylic and challenging-edged employing a special procedure.

wood floors NY is accessible in the wood market at various cost-effective rates and in various patterns. So, each and every individual willing to get them incorporated in their property is able to purchase and beautify the interiors. Right after all, everybody appreciates the innate beauty of a residential or workplace complicated that has refinement and durability in its attitude. It is since of these characteristics that all are properly accepted everywhere and have been creatively designed to suit the demands of each kind of buyer, be it from elite class or a operating expert. Furthermore, these floors are made magnificent with the type of texture utilized in them and the varied style of applying them in a specific residential or commercial plot.

Wood floors NY are the ideal form of flooring supplies, which allow the person to lend magnificent taste since of the vivacious texture it accompanies.

About the Author

The author of this article is the master of flooring designs. He loves designing house interiors and different floorings. He has been involved with various groups of advertising individuals to get distinct suggestions of on sets of Residence flooring and fundamentally wood floors NY. For more: http://www.floorexpo.com

Capital Cutting is on website for a client drilling a 30″ diameter sump pit hole. The slab is full of steel re-bar and bedrock below and we are going 30″ deep. We have an experienced operator working this job and he will be there for about 8 hours today.
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As all kinds of raw materials’ price goes up day by day, it is more and more concrete coring important to try your best to cut down each bills. But when you have to build a shed which will cost you a lot of money according to market conditions, what concrete coring shed which will cost you a lot of money according to market conditions, what will you do? Go ahead or give up? Unluckily, if you are still a novice, there is another serious problem you have to face. How do you design your shed in more details? An concrete coring Go ahead or give up? Unluckily, if you are still a novice, there is another serious problem you have to face. How do you design your shed in more details? And is your design feasible? It is difficult for you to carry out the concrete work.For example, when you make use of an electric drill to insert the screws, you must be doubly cautiou concrete coring you have to face. How do you design your shed in more details? And is your design feasible? It is difficult for you to carry out the concrete work.For example, when you make use of an electric drill to insert the screws, you must be doubly cautious. If not, you will break the screws or the wood even your hand. And then you need buy another one instead. As for your hand, you should go to hospital and see a doctor. It t concrete coring feasible? It is difficult for you to carry out the concrete work.For example, when you make use of an electric drill to insert the screws, you must be doubly cautious. If not, you will break the screws or the wood even your hand. And then you need buy another one instead. As for your hand, you should go to hospital and see a doctor. It takes you a lot of time to do each. When you are going to finish the project, what do you use to rub the wood? Careless, more or less mistakes will occur. In one word, you hav concrete coring use of an electric drill to insert the screws, you must be doubly cautious. If not, you will break the screws or the wood even your hand. And then you need buy another one instead. As for your hand, you should go to hospital and see a doctor. It takes you a lot of time to do each. When you are going to finish the project, what do you use to rub the wood? Careless, more or less mistakes will occur. In one word, you have to face many problems. It is not only time-consuming, but also a waste of money.In order to help you, I strongly recommend you My Shed Plans which is written by Ryan Henderson. M concrete coring will break the screws or the wood even your hand. And then you need buy another one instead. As for your hand, you should go to hospital and see a doctor. It takes you a lot of time to do each. When you are going to finish the project, what do you use to rub the wood? Careless, more or less mistakes will occur. In one word, you have to face many problems. It is not only time-consuming, but also a waste of money.In order to help you, I strongly recommend you My Shed Plans which is written by Ryan Henderson. My Shed Plans is a perfect guide and teach you how to build a beautiful shed. Most importantly, it provides you with as many as 12,000 plans. No matter what kind of she you concrete coring instead. As for your hand, you should go to hospital and see a doctor. It takes you a lot of time to do each. When you are going to finish the project, what do you use to rub the wood? Careless, more or less mistakes will occur. In one word, you have to face many problems. It is not only time-consuming, but also a waste of money.In order to help you, I strongly recommend you My Shed Plans which is written by Ryan Henderson. My Shed Plans is a perfect guide and teach you how to build a beautiful shed. Most importantly, it provides you with as many as 12,000 plans. No matter what kind of she you want to build, you can find the proper design for you. 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Article by Jason Flowers

Published By: Bethesda Softworks, Developed By: Splash Harm, Genre: Sci-fi Initial Person Shooter, Release Date: Could 10, 2011, ESRB: Teen, Systems PC, Playstation three, Xbox 360

Presentation – I played my copy of Brink on PC and skilled some framerate and stuttering concerns which had a lot more to do with people’s connections. The menus were easy to navigate and discovering what you are searching for wasn’t a difficulty. There had been a few weird ragdoll dummy glitches like players arms or legs sticking out of concrete wiggling. Brink lacks polish and any substantial execution relating to gameplay.

Story – Brink’s story centers around a man made self sustaining city known as the Ark. The Security desires to protect the Ark as they believe its humanity’s only choice for survival. The rival faction, Resistance believes folks exist outside the Ark and as a result want to escape it seeking refuge. The Resistance believes they are held captive even though living in slums near the Ark. They want freedom and option. So that is the bases for both stories and why you fight in Brink. You either chose the Security or Resistance in which you defend or escape the Ark.

Visuals – Some men and women enjoy Brink’s artstyle relating to its character models in specific. i did not. They seemed weird and creepy looking. Suffice it to say the models are exclusive in nature. The settings for my playthrough of Brink was 1400×1050. My rig has a 4800 series quad core 6 gigs of DDR3 ram for the record. For the most portion the game ran properly. The visuals are not as wonderful as you would hoped. The textures on the gun modes looked wonderful. The surroundings of the Ark looked nice due to the artsyle but graphically not so considerably. I had all graphical settings set to high. Brink did not impress me from a visual standpoint but does win in artsyle.

Sound – The start up music at the menu will stay in your head forever.The sound effects although operating had been as if you had been wearing 200lb shoes. The sound effects of the guns had been accurate. The voiced dialog was written bad but executed decently by the voice actors and actresses.

Gameplay – Brink is a multiplayer co-op shooter that has numerous possibilities for gameplay. There are 4 diverse classes to can aid your team win. You have the Assault Class: hands out ammo, buffs ammo. Medic: can throw syringes that the player can revive themselves with and buff players well being. Engineer: can set turrets and diffuse bombs. Operative: is like the spy class. He can steal the identity of the enemy and “spot” enemies for teamates as properly. Every class in Brink also has its own upgrade and unlock technique that is really impressive. You can buy unlocks by means of credits as you rank up and earn xp.

The matches are set up so that you have to switch classes in game to carry out diverse tasks. There are stations set up on every single map for effortless access when switching classes. Bodytypes also add a dynamic to Brink’s gameplay. As you play and level up you will unlock diverse bodytypes. Say you choose a big powerful bodytype, you will be in a position to take more damage but will not be a nimble and able to traverse the map using parkour. If you have a skinny bodytype you will be in a position to traverse the map and run fast but you will not be in a position to take considerably harm.

S.M.A.R.T or Smooth Movement About Random Terrain was Splashdamage’s selling point when promoting Brink ahead of release. Its a parkour method that lets you press 1 buttoon and run over, up and around objects seamlessly like actual parkour. It was a good a idea but badly implemented. Most instances you’re just running sideways along objects or sticking to rails when attempting to do parkour. Not all of it is poor although. You can perform slide moves that knock down enemies which is successful. Overall its a great idea but Intelligent wasn’t implemented or executed effectively.

Brink has all of the ambition in the world relating to gameplay. There are so many upgrades and so numerous methods to get xp and credits. The maps and gamemodes do get repetitive after awhile due to the game’s presentation but the ambition is there. The difficulty was the reality it doesn’t all meld properly together. Climate your attempting to do parkour or attempting to buff a player or just plain shoot a person it falls apart at the seams. The gameplay is what Brink fails at, not its content material.

Replaysability – Lots. You have a 2 story campaign you can play as Security or Resistance. the story isn’t good but its content. FreePlay is exactly where all of the fun takes place. Its multiplayer only with about 400 servers (PC) operating at any time. Games range from challenges, objectives and stopwatch with or without customizations. I played by means of the story on FreePlay with live players cooperately which was alote of fun. The greatest matches are 8 versus 8 Resistance versus Security. It can get intense let me tell ya. Matches are short and typically last 10 minutes if your team is decent. So numerous unlocks and alternatives Brink has plenty of replay worth. Afterall, it is a multiplayer game at heart with a modest single layer tacked on.

Final Verdict – Brink is 1 of those ambitious games that attempt to pull off some thing genuinely exciting and diverse. The dilemma is when all of those fresh excellent ideas aren’t executed and polished. If you only care about multiplayer this is a great game and i recommend it. If your searching for solid gameplay and presentation remain away. Thanks for reading.

7/10

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http://videogames-source.com/

Concrete Cutting Systems, Inc. Core drilling 60 inch diameter hole in 6ft thick reinforced concrete wall in the side of Dam at Wildcat Lake in Banner Elk, NC www.concretecuttingsystems.com

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Universal Wrecking Corp., a premier demolition, scrap metal recycling and wrecking contractor that operates concrete coring on a nationwide basis, recently completed the demolition of concrete aggregate plant in Hazelton, PA. The property needed to be razed in order to make way for redevelopment. The client selected Universal Wr concrete coring PA. The property needed to be razed in order to make way for redevelopment. The client selected Universal Wrecking Corp. (UWC) based upon their attention to safety, professionalism and ability to meet the projects budget. The main goal of the demolition project was to demolish the concrete coring The client selected Universal Wrecking Corp. (UWC) based upon their attention to safety, professionalism and ability to meet the projects budget. The main goal of the demolition project was to demolish the buildings and structures on the 20 acre site. There were two (2) large buildings utilized for repair and storage which were constructed of steel and block. There was also a large on concrete coring and ability to meet the projects budget. The main goal of the demolition project was to demolish the buildings and structures on the 20 acre site. There were two (2) large buildings utilized for repair and storage which were constructed of steel and block. There was also a large one story office building constructed of wood and block. Prior to demolition activities, an environmental survey was conducted along with a review of the clients existing documentation on concrete coring was to demolish the buildings and structures on the 20 acre site. There were two (2) large buildings utilized for repair and storage which were constructed of steel and block. There was also a large one story office building constructed of wood and block. Prior to demolition activities, an environmental survey was conducted along with a review of the clients existing documentation on Asbestos Containing Materials (ACM) and other possible hazardous materials. ACM had been abated by the client prior to their mobilization and no additional AC concrete coring two (2) large buildings utilized for repair and storage which were constructed of steel and block. There was also a large one story office building constructed of wood and block. Prior to demolition activities, an environmental survey was conducted along with a review of the clients existing documentation on Asbestos Containing Materials (ACM) and other possible hazardous materials. ACM had been abated by the client prior to their mobilization and no additional ACM was found. The other environmental concerns were oils and greases contained in the equipment and gearboxes. These oils and greases were properly drained and contai concrete coring and block. There was also a large one story office building constructed of wood and block. Prior to demolition activities, an environmental survey was conducted along with a review of the clients existing documentation on Asbestos Containing Materials (ACM) and other possible hazardous materials. ACM had been abated by the client prior to their mobilization and no additional ACM was found. The other environmental concerns were oils and greases contained in the equipment and gearboxes. These oils and greases were properly drained and containerized for offsite recycling at an approved facility. UWC also needed to confirm that all the site utilities were deactivated. Water, gas, sewer, electric, phone, cabl concrete coring and block. Prior to demolition activities, an environmental survey was conducted along with a review of the clients existing documentation on Asbestos Containing Materials (ACM) and other possible hazardous materials. 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These oils and greases were properly drained and containerized for offsite recycling at an approved facility. UWC also needed to confirm that all the site utilities were deactivated. Water, gas, sewer, electric, phone, cable, etc. were all confirmed to be cut, capped and de-energized. As there were still several pieces of re-useable equipment remaining at the facility, UWC utilized their rigging and salvage crews to carefully remove the used equipment for resale. A 60 ton crane and manlift along with a skilled rigging crew were used to salvage the saleable equipment. To perform the demol concrete coring hazardous materials. ACM had been abated by the client prior to their mobilization and no additional ACM was found. The other environmental concerns were oils and greases contained in the equipment and gearboxes. These oils and greases were properly drained and containerized for offsite recycling at an approved facility. UWC also needed to confirm that all the site utilities were deactivated. Water, gas, sewer, electric, phone, cable, etc. were all confirmed to be cut, capped and de-energized. As there were still several pieces of re-useable equipment remaining at the facility, UWC utilized their rigging and salvage crews to carefully remove the used equipment for resale. A 60 ton crane and manlift along with a skilled rigging crew were used to salvage the saleable equipment. To perform the demolition services, UWC mobilized a large crew of trained employees and well as numerous pieces of demolition equipment from its expansive fleet. Heavy equipment mobilized to the site included a concrete coring no additional ACM was found. The other environmental concerns were oils and greases contained in the equipment and gearboxes. These oils and greases were properly drained and containerized for offsite recycling at an approved facility. UWC also needed to confirm that all the site utilities were deactivated. Water, gas, sewer, electric, phone, cable, etc. were all confirmed to be cut, capped and de-energized. As there were still several pieces of re-useable equipment remaining at the facility, UWC utilized their rigging and salvage crews to carefully remove the used equipment for resale. A 60 ton crane and manlift along with a skilled rigging crew were used to salvage the saleable equipment. To perform the demolition services, UWC mobilized a large crew of trained employees and well as numerous pieces of demolition equipment from its expansive fleet. Heavy equipment mobilized to the site included a Cat 330L Excavator with a hydraulic hammer attachment, a Cat 330 Excavator with LaBounty Grapple attachment, a Cat 350 Excavator with LaBounty MSD 100 Shear attachment, a Cat 345 E concrete coring in the equipment and gearboxes. These oils and greases were properly drained and containerized for offsite recycling at an approved facility. UWC also needed to confirm that all the site utilities were deactivated. Water, gas, sewer, electric, phone, cable, etc. were all confirmed to be cut, capped and de-energized. As there were still several pieces of re-useable equipment remaining at the facility, UWC utilized their rigging and salvage crews to carefully remove the used equipment for resale. A 60 ton crane and manlift along with a skilled rigging crew were used to salvage the saleable equipment. To perform the demolition services, UWC mobilized a large crew of trained employees and well as numerous pieces of demolition equipment from its expansive fleet. Heavy equipment mobilized to the site included a Cat 330L Excavator with a hydraulic hammer attachment, a Cat 330 Excavator with LaBounty Grapple attachment, a Cat 350 Excavator with LaBounty MSD 100 Shear attachment, a Cat 345 Excavator with LaBounty 3000 Rotating shear, two (2) Bobcat 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project concrete coring for offsite recycling at an approved facility. UWC also needed to confirm that all the site utilities were deactivated. Water, gas, sewer, electric, phone, cable, etc. were all confirmed to be cut, capped and de-energized. As there were still several pieces of re-useable equipment remaining at the facility, UWC utilized their rigging and salvage crews to carefully remove the used equipment for resale. A 60 ton crane and manlift along with a skilled rigging crew were used to salvage the saleable equipment. To perform the demolition services, UWC mobilized a large crew of trained employees and well as numerous pieces of demolition equipment from its expansive fleet. Heavy equipment mobilized to the site included a Cat 330L Excavator with a hydraulic hammer attachment, a Cat 330 Excavator with LaBounty Grapple attachment, a Cat 350 Excavator with LaBounty MSD 100 Shear attachment, a Cat 345 Excavator with LaBounty 3000 Rotating shear, two (2) Bobcat 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds w concrete coring the site utilities were deactivated. Water, gas, sewer, electric, phone, cable, etc. were all confirmed to be cut, capped and de-energized. As there were still several pieces of re-useable equipment remaining at the facility, UWC utilized their rigging and salvage crews to carefully remove the used equipment for resale. A 60 ton crane and manlift along with a skilled rigging crew were used to salvage the saleable equipment. To perform the demolition services, UWC mobilized a large crew of trained employees and well as numerous pieces of demolition equipment from its expansive fleet. Heavy equipment mobilized to the site included a Cat 330L Excavator with a hydraulic hammer attachment, a Cat 330 Excavator with LaBounty Grapple attachment, a Cat 350 Excavator with LaBounty MSD 100 Shear attachment, a Cat 345 Excavator with LaBounty 3000 Rotating shear, two (2) Bobcat 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once t concrete coring confirmed to be cut, capped and de-energized. As there were still several pieces of re-useable equipment remaining at the facility, UWC utilized their rigging and salvage crews to carefully remove the used equipment for resale. A 60 ton crane and manlift along with a skilled rigging crew were used to salvage the saleable equipment. To perform the demolition services, UWC mobilized a large crew of trained employees and well as numerous pieces of demolition equipment from its expansive fleet. Heavy equipment mobilized to the site included a Cat 330L Excavator with a hydraulic hammer attachment, a Cat 330 Excavator with LaBounty Grapple attachment, a Cat 350 Excavator with LaBounty MSD 100 Shear attachment, a Cat 345 Excavator with LaBounty 3000 Rotating shear, two (2) Bobcat 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC concrete coring re-useable equipment remaining at the facility, UWC utilized their rigging and salvage crews to carefully remove the used equipment for resale. A 60 ton crane and manlift along with a skilled rigging crew were used to salvage the saleable equipment. To perform the demolition services, UWC mobilized a large crew of trained employees and well as numerous pieces of demolition equipment from its expansive fleet. Heavy equipment mobilized to the site included a Cat 330L Excavator with a hydraulic hammer attachment, a Cat 330 Excavator with LaBounty Grapple attachment, a Cat 350 Excavator with LaBounty MSD 100 Shear attachment, a Cat 345 Excavator with LaBounty 3000 Rotating shear, two (2) Bobcat 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal concrete coring carefully remove the used equipment for resale. A 60 ton crane and manlift along with a skilled rigging crew were used to salvage the saleable equipment. To perform the demolition services, UWC mobilized a large crew of trained employees and well as numerous pieces of demolition equipment from its expansive fleet. Heavy equipment mobilized to the site included a Cat 330L Excavator with a hydraulic hammer attachment, a Cat 330 Excavator with LaBounty Grapple attachment, a Cat 350 Excavator with LaBounty MSD 100 Shear attachment, a Cat 345 Excavator with LaBounty 3000 Rotating shear, two (2) Bobcat 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring with a skilled rigging crew were used to salvage the saleable equipment. To perform the demolition services, UWC mobilized a large crew of trained employees and well as numerous pieces of demolition equipment from its expansive fleet. Heavy equipment mobilized to the site included a Cat 330L Excavator with a hydraulic hammer attachment, a Cat 330 Excavator with LaBounty Grapple attachment, a Cat 350 Excavator with LaBounty MSD 100 Shear attachment, a Cat 345 Excavator with LaBounty 3000 Rotating shear, two (2) Bobcat 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring the demolition services, UWC mobilized a large crew of trained employees and well as numerous pieces of demolition equipment from its expansive fleet. Heavy equipment mobilized to the site included a Cat 330L Excavator with a hydraulic hammer attachment, a Cat 330 Excavator with LaBounty Grapple attachment, a Cat 350 Excavator with LaBounty MSD 100 Shear attachment, a Cat 345 Excavator with LaBounty 3000 Rotating shear, two (2) Bobcat 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring numerous pieces of demolition equipment from its expansive fleet. Heavy equipment mobilized to the site included a Cat 330L Excavator with a hydraulic hammer attachment, a Cat 330 Excavator with LaBounty Grapple attachment, a Cat 350 Excavator with LaBounty MSD 100 Shear attachment, a Cat 345 Excavator with LaBounty 3000 Rotating shear, two (2) Bobcat 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring site included a Cat 330L Excavator with a hydraulic hammer attachment, a Cat 330 Excavator with LaBounty Grapple attachment, a Cat 350 Excavator with LaBounty MSD 100 Shear attachment, a Cat 345 Excavator with LaBounty 3000 Rotating shear, two (2) Bobcat 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring 330 Excavator with LaBounty Grapple attachment, a Cat 350 Excavator with LaBounty MSD 100 Shear attachment, a Cat 345 Excavator with LaBounty 3000 Rotating shear, two (2) Bobcat 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring Shear attachment, a Cat 345 Excavator with LaBounty 3000 Rotating shear, two (2) Bobcat 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring 773 Skid Steers with demo grapple and hammer attachments and numerous site support vehicles. The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring The average crew size on the project was eight (8) employees which consisted of laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring laborers, foremen, a site supervisor and site safety officer. Scrap metal recycling was very important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring important on the project as the proceeds were utilized to help offset the demolition costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring costs. In order to maximize the return on the scrap metals, UWC carefully sorted the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring the metals into non ferrous and ferrous piles. Once the materials were sorted, UWC then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring then processed, cut and stripped the materials so that the materials were clean and prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring prepared in order to obtain the highest scrap metal prices. UWC also utilized one of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring of their 70 foot long portable truck scales onsite to ensure proper weight verification on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring on all trucks leaving the facility. In all, over 1200 tons of scrap metal were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring were recycled from the demolition operation. From start to finish, the work was completed in two (2) months without incident or injury. concrete coring

Article by NFL

Pure Blue Japan brand is undeservingly much less common than Evisu, SagurCane Denime or Edwin providers. Big superb of subculture jeans produced less than this brand and original idea surely deserve a lot much much more attention. Jeans by Pure Blue Japan could be called exquisite and persons owing them have an original sense of taste together with aspirations to keep up whilst using fashions.

Takeshi Iwaya, denim manufacturer from Okayama decided to produce his jeans at the identical time and set up Pure Blue Japan Organization in 1997. Therefore an original concept was created – cloth and jeans manufacture in one firm. Denim creations that come as getting a result of such cooperation are just admirable. Pure Blue Japan is generally a modest firm, that is why it from time to time is very complex to discover certain jeans models created by them. Many operations are carried out by hand according to conventional technologies on ancient machinery. Price ranges for the production of this high-end brand are really democratic. Denim creations differ from item to design not only in furnishings and cuts, but also in extra essential points. Distinct varieties of cotton thread, strategies of denim sewing and coloring inspire really individual and personalized models which may well be effortlessly distinguished from every single and each other and from jeans models produced by other providers. Unique coloring is normally a trademark of Pure Blue Japan – such depth of color, beautifully correlating with denim texture can be seldom witnessed. 1 could say Pure Blue Japan brand name does not maintain up along with the fashions, there primary aim and passion is rather color devotion, for there’re determined to accomplish an perfect indigo color. The patch of every single single jeans pair is decorated with a silhouette of Medieval dyer at do the job, immersing a pair of jeans into a dying bath with indigo color.

Jeans by Pure Blue Japan are not a head turner like custom jeans by GetWear or Versace, one could hardly attract extra attention sporting them. They could be rather for denim-lovers and in numerous cases collectors. Minimalism standard of Pure Blue Japan built customized jeans – absence of embroidery about the pockets, no colored linings, a normal patch and furnishings rather attract attention to denim texture along with the high good quality of jeans construction. AI-001 design is typically a flagman of Pure Blue Japan denim collection. This can be a 5-pocket jean with a straight cut sewn from customized denim weighting 18,five-ounces. The denim is very soft and is also manufactured particularly for this jeans item. The material is colored by hand with natural indigo according to Edo period technologies and irregularity of coloring produces denim texture with stripes of diverse color intensity. Stitching is done with a very thick yellow and orange thread. All jeans models of this line arrive in shrink-to fit and 1-washed variants. Jeans colored by synthetic indigo are represented by XX-003 item of a straight cut and 14,5-ounce irregular thick denim. Unconventional texture of denim and a quite intensive dark color are distinguishing characteristics of this model – no other company can repeat these unique characteristics, according to Pure Blue Japan brand representatives.

Let us continue our story about jeans manufactured below Japanese Pure Blue Japan brand with our merchandise range evaluation.

XX-004 jeans model by Pure Blue Japan is truly a bootcut manufactured from the exact same denim as XX-003 style. Even so, it is truly built with selvedge, which is regarded for being technically tricky. Besides, compared to the simple model it can be tighter within the thighs and lower in waist. An further variant of XX-003 is generally a XX-005 jeans style in slim cut. XX-005BK is distinguished by fashionable black color of denim instead of classic indigo. Rivets and bolts are also black and stitching is accomplished with golden thread. XX-006 is frequently a Neo Vintage jeans model by Pure Blue Japan. It can be sewn from light and smooth 13,five-ounce denim and also the color is achieved by a less intensive indigo answer which creates a light color with fibers for the reason that of irregularity of coloring. All this creates a result of vintage denim reminding of collector’s items. XX-007 is 1 in the newest customized jeans models characterized by a extremely uncommon and gorgeous idea transforming it to authentic style jeans. Denim is colored with a quite dark shade of indigo, virtually black. A superslim cut, rough 14-ounce denim and herringbone pocket lining add additional spice. These jeans are worn specifically like regular ones due to the reality the core with the thread stays uncolored. XX-008 may be the last product of the collection and it is also made from smooth light denim. On the other hand, the cut of this design resembles slim XX-005.

Washed jeans models by Pure Blue Japan are also divided into a number of lines. Special Wash models SPW-003, SPW-004 and SPW-005 are characterized by intellectual post-processing and naturally looking results. Even so, the technology is stone-washing with fastening with a unique glue concrete spots that have to stay unwashed.

A a lot far more time-consuming technique with no chemicals and pebbles is utilised in a further denim line called Natural Wash. Two models – straight 1004 and bootcut 1039 are represented in it. Besides, the line consists of honeycombs, whiskers and leg twist.

Painter Pants jeans line consists of funny models, and Torauza line specializes on slacks. A special men’s wear collection by Pure Blue Japan has also interesting chequered jeans pants 1077. Women’s collection by Pure Blue Japan is represented by classical and fashionable stretch jeans, along with slim, bootcut, and processed jeans and denim skirts models. Besides, Pure Blue Japan manufactures shirts, jackets and coats.

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Gas Dragonsaw with 16″ Blade

Metal Fabrication – The Process Of Metal Casting

What is a diamond blade and how does it work?You may think that it is a concrete coring tool for cutting diamond bladeonly job is to cut. They grind through material rather then cut. you can find them at construction sites and even some home. All diamond blad concrete coring can find them at construction sites and even some home. All diamond blades are created different for each job. You just have to pick out the right diamond blade for you.You must use water when using the diamond blade. Abrasive material and friction causes the blade to we concrete coring each job. You just have to pick out the right diamond blade for you.You must use water when using the diamond blade. Abrasive material and friction causes the blade to wear prematurely, friction is the main cause for the diamond blades to break or warp. The water cools down the diamond blade as it is cutting therefore keeping the temperatures to a mi concrete coring water when using the diamond blade. Abrasive material and friction causes the blade to wear prematurely, friction is the main cause for the diamond blades to break or warp. The water cools down the diamond blade as it is cutting therefore keeping the temperatures to a minimum to avoid overheating of the diamond blade.Some diamond blades are made only to cut brick and stone. Some diamond blades are much better at cutting brick then they are at cutting stone. Some concrete coring is the main cause for the diamond blades to break or warp. The water cools down the diamond blade as it is cutting therefore keeping the temperatures to a minimum to avoid overheating of the diamond blade.Some diamond blades are made only to cut brick and stone. Some diamond blades are much better at cutting brick then they are at cutting stone. Some diamond blades can eat through stone but can not even put a dent in brick. The reason for this is because each blade is made specifically for a certain type of material. Choosing best quality diamo concrete coring diamond blade as it is cutting therefore keeping the temperatures to a minimum to avoid overheating of the diamond blade.Some diamond blades are made only to cut brick and stone. Some diamond blades are much better at cutting brick then they are at cutting stone. Some diamond blades can eat through stone but can not even put a dent in brick. The reason for this is because each blade is made specifically for a certain type of material. Choosing best quality diamond blade for the job at hand. The main objects that form the cutters are steel, powder metal and diamond crystals. Once all these items are blended together with heat they form diamond seg concrete coring the diamond blade.Some diamond blades are made only to cut brick and stone. Some diamond blades are much better at cutting brick then they are at cutting stone. Some diamond blades can eat through stone but can not even put a dent in brick. The reason for this is because each blade is made specifically for a certain type of material. Choosing best quality diamond blade for the job at hand. The main objects that form the cutters are steel, powder metal and diamond crystals. Once all these items are blended together with heat they form diamond segments. Another word for this would be the teeth of the blade. Steel cores are made unique to better suit the job at hand. Blades with more space between the teeth are probably used to cut heavier dens concrete coring are much better at cutting brick then they are at cutting stone. Some diamond blades can eat through stone but can not even put a dent in brick. The reason for this is because each blade is made specifically for a certain type of material. Choosing best quality diamond blade for the job at hand. The main objects that form the cutters are steel, powder metal and diamond crystals. Once all these items are blended together with heat they form diamond segments. Another word for this would be the teeth of the blade. Steel cores are made unique to better suit the job at hand. Blades with more space between the teeth are probably used to cut heavier density materials. Ashpalt and green concrete blade is a common name for a diamond blade. Better suited for concrete or asphalt.. Brick and block blades are mainly used for cutting abrasive mat concrete coring through stone but can not even put a dent in brick. The reason for this is because each blade is made specifically for a certain type of material. Choosing best quality diamond blade for the job at hand. The main objects that form the cutters are steel, powder metal and diamond crystals. Once all these items are blended together with heat they form diamond segments. Another word for this would be the teeth of the blade. Steel cores are made unique to better suit the job at hand. Blades with more space between the teeth are probably used to cut heavier density materials. Ashpalt and green concrete blade is a common name for a diamond blade. Better suited for concrete or asphalt.. Brick and block blades are mainly used for cutting abrasive materials such as brick and block.There are many different types of diamond blades on the market today. Each one serves a different purpose and is made specifically for certain ab concrete coring each blade is made specifically for a certain type of material. Choosing best quality diamond blade for the job at hand. The main objects that form the cutters are steel, powder metal and diamond crystals. Once all these items are blended together with heat they form diamond segments. Another word for this would be the teeth of the blade. Steel cores are made unique to better suit the job at hand. Blades with more space between the teeth are probably used to cut heavier density materials. Ashpalt and green concrete blade is a common name for a diamond blade. Better suited for concrete or asphalt.. Brick and block blades are mainly used for cutting abrasive materials such as brick and block.There are many different types of diamond blades on the market today. Each one serves a different purpose and is made specifically for certain abrasive materials. make sure you make the right selection when choosing your next diamond blade. concrete coring the job at hand. The main objects that form the cutters are steel, powder metal and diamond crystals. Once all these items are blended together with heat they form diamond segments. Another word for this would be the teeth of the blade. Steel cores are made unique to better suit the job at hand. Blades with more space between the teeth are probably used to cut heavier density materials. Ashpalt and green concrete blade is a common name for a diamond blade. Better suited for concrete or asphalt.. Brick and block blades are mainly used for cutting abrasive materials such as brick and block.There are many different types of diamond blades on the market today. Each one serves a different purpose and is made specifically for certain abrasive materials. make sure you make the right selection when choosing your next diamond blade. concrete coring crystals. Once all these items are blended together with heat they form diamond segments. Another word for this would be the teeth of the blade. Steel cores are made unique to better suit the job at hand. Blades with more space between the teeth are probably used to cut heavier density materials. Ashpalt and green concrete blade is a common name for a diamond blade. Better suited for concrete or asphalt.. Brick and block blades are mainly used for cutting abrasive materials such as brick and block.There are many different types of diamond blades on the market today. Each one serves a different purpose and is made specifically for certain abrasive materials. make sure you make the right selection when choosing your next diamond blade. concrete coring this would be the teeth of the blade. Steel cores are made unique to better suit the job at hand. Blades with more space between the teeth are probably used to cut heavier density materials. Ashpalt and green concrete blade is a common name for a diamond blade. Better suited for concrete or asphalt.. Brick and block blades are mainly used for cutting abrasive materials such as brick and block.There are many different types of diamond blades on the market today. Each one serves a different purpose and is made specifically for certain abrasive materials. make sure you make the right selection when choosing your next diamond blade. concrete coring job at hand. Blades with more space between the teeth are probably used to cut heavier density materials. Ashpalt and green concrete blade is a common name for a diamond blade. Better suited for concrete or asphalt.. Brick and block blades are mainly used for cutting abrasive materials such as brick and block.There are many different types of diamond blades on the market today. Each one serves a different purpose and is made specifically for certain abrasive materials. make sure you make the right selection when choosing your next diamond blade. concrete coring materials. Ashpalt and green concrete blade is a common name for a diamond blade. Better suited for concrete or asphalt.. Brick and block blades are mainly used for cutting abrasive materials such as brick and block.There are many different types of diamond blades on the market today. Each one serves a different purpose and is made specifically for certain abrasive materials. make sure you make the right selection when choosing your next diamond blade. concrete coring concrete or asphalt.. Brick and block blades are mainly used for cutting abrasive materials such as brick and block.There are many different types of diamond blades on the market today. Each one serves a different purpose and is made specifically for certain abrasive materials. make sure you make the right selection when choosing your next diamond blade. concrete coring and block.There are many different types of diamond blades on the market today. Each one serves a different purpose and is made specifically for certain abrasive materials. make sure you make the right selection when choosing your next diamond blade. concrete coring a different purpose and is made specifically for certain abrasive materials. make sure you make the right selection when choosing your next diamond blade. concrete coring

Article by Paul Mitchael

There are several actions and things to take into account when manufacturing merchandise by way of the approach of casting. This guide explains the approach involved with casting and rewards of employing this popular forming strategy.

In casting, a molten metal or other material fills a mold , then cools and hardens into a desired shape. Even so, a manufacturer should strategy out post-cast actions to guarantee effective outcomes. Suitable care ought to be taken at every step to deliver a final item that maintains correct high quality and integrity.

Positive aspects of the Casting Process

Casting is but one method of metal shaping, as there are several other options, which includes welding, forging, stamping, extrusion and machining. Ahead of settling on casting, you need to 1st comprehend the advantages that the procedure gives more than these other strategies. The casting process:

Capability to generate complex geometries: Liquid metal facilitates construction of intricate designs, in either simple or complex geometries.

Quickly production cycles: Once the casting tools are in order, really little maintenance and downtime is essential. This makes casting an choice for mass production applications.

Workability of difficult metals: Casting is typically one of the only viable manufacturing processes for challenging metals that are not malleable sufficient for solid state shaping.

Lowered assembly: Often instances, casting can produce items in a single, total component, eliminating the require to assemble many pieces.

Minimal sizing restraints: Casting can develop incredibly little to really huge parts, even up to 200 tons.

Versatile surface textures: Casting molds can be created to deliver smooth, semi-smooth or rough surface textures.

Sorts of Casting Processes

There are several various casting approaches, every single of which demands slight variations in the process. The categorization of the different sorts of processes are based on the material used to make the molds. Casting choices incorporate:

Sand castingPlaster castingShell moldingWax castingDie castingCentrifugal casting

While each casting strategy creates distinctive challenges and procedure enhancements, all techniques retain the identical basic steps. These actions are:

PatternmakingCoremakingMoldingMelting and pouringFinishing

Patternmaking

To generate a casting mold, a manufacturer must 1st style a physical model.. The approach of fabricating this model is named pattern-creating. Making use of pc-assisted design (CAD) systems, the manufacturer styles dimensions and geometry of a mold, and then packs an aggregate material, such as sand, concrete or plastic, about the pattern. Once the pattern is removed, the mold cavity in the sand can be filled.

Coremaking

A lot of portion styles demand the inclusion of cores in the casting mold. Cores are solid supplies placed inside the mold cavity to develop interior surfaces of a casting. For example, a metal pipe-fitting will need a cylindrical core inside the mold cavity to produce the hollow construction of the component’s interior.

Molding

At this point, the manufacturer can produce the casting mold. A material such as sand, plaster or wax is employed in expendable mold casting, whereas metal and other durable supplies are utilised in non-expendable mold casting tactics. The material fills the casting mold model and is allowed to harden, at which point the manufacturer removes it from the cavity and the casting of the component can now begin.

Melting and Pouring

Metal need to be correctly melted prior to becoming placed in the mold. Generally, this is done by utilizing what is recognized as a crucible. Crucibles are containers made of porcelain or an additional melt-resistance substance in which a manufacturer can heat a metal beyond its melting point. Once properly melted, the molten metal is poured into the casting mold to cool and harden.

Finishing

Due to the fact metal can sometimes fill in cracks in a casting mold or sprue, the pouring channel for the mold, producers need to typically finish the metal following casting. This can be achieved through a variety of finishing methods, which includes sanding, grinding and buffing. When proper look and surface texture has been achieved, further post-remedy processes such as painting or electroplating might be required for some applications.

Things to Think about When Casting

There are quite a few elements that require to be considered to ensure proper size, shape and integrity of the final component. Some of these factors incorporate:

Kind of material: each metal and casting material retains distinct characteristics (hardness, melting point, density, etc.) that will have an effect on the casting method.

Cooling rate: This factor depends largely on the form of material from which you craft the mold. Appropriate cooling is essential to reduce gas porosity and other negative properties that can result from a quick cooling rate.

Shrinkage: As castings cool, they shrink. To make sure appropriate component size and integrity, you can make use of risers to feed additional molten metal into the cavity. An oversized mold might also be valuable in some applications.

About the Author

Discover the method of Aluminum Casting and Metal Manipulation.

concrete coring, asphalt coring and material testing in sri lanka
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Secondary Containment Areas Reduce Liability And Costs

I Day dawned crystalline blue and hot over the Gulf of Panama. The seas surface assumed a silk sheen. The Infinity, stretching 964.6 feet from bow to concrete coring stern and rising 11 decks above the ocean, had already accepted its local pilot at 0645, and now thread its way through the eight-mile channel whose lush green, but narrowing banks inched closer to its hull. Some 40 ships anchored in the distance awaited entry clearance, yet the Infinity itself, oblivious to t concrete coring but narrowing banks inched closer to its hull. Some 40 ships anchored in the distance awaited entry clearance, yet the Infinity itself, oblivious to them, continued its approach. That approach had been to the Panama Canal, which would facilitate its continental cut from the Pacific to the Atlantic. Lying only a short distance away, it stretched almost 500 years behind in origin. As far back as 1517, Vasco Nunez de Balboa, the first European to have reached the Pacific, had envisioned concrete coring That approach had been to the Panama Canal, which would facilitate its continental cut from the Pacific to the Atlantic. Lying only a short distance away, it stretched almost 500 years behind in origin. As far back as 1517, Vasco Nunez de Balboa, the first European to have reached the Pacific, had envisioned a pan-Central American canal which would have connected the two oceans, and 17 years later, Charles I of Spain had actually proposed one, specifically via water. During Spain’s 300-year reign of the area, a rugged land trail, facilitating mule-train transport of gold from one coast to the other, had been hacked out of the jungle in Panama. Duri concrete coring almost 500 years behind in origin. As far back as 1517, Vasco Nunez de Balboa, the first European to have reached the Pacific, had envisioned a pan-Central American canal which would have connected the two oceans, and 17 years later, Charles I of Spain had actually proposed one, specifically via water. During Spain’s 300-year reign of the area, a rugged land trail, facilitating mule-train transport of gold from one coast to the other, had been hacked out of the jungle in Panama. During the early-1800s, both the United States and the United Kingdom had continued to focus on the feasibility of such a water artery, although the then-envisioned route had traversed Nicaragua, and the Clayton-Bulwer Treaty had ensured its neutrality, regardless of its actual Central American location. In 1846, Colombia, then one wit concrete coring canal which would have connected the two oceans, and 17 years later, Charles I of Spain had actually proposed one, specifically via water. During Spain’s 300-year reign of the area, a rugged land trail, facilitating mule-train transport of gold from one coast to the other, had been hacked out of the jungle in Panama. During the early-1800s, both the United States and the United Kingdom had continued to focus on the feasibility of such a water artery, although the then-envisioned route had traversed Nicaragua, and the Clayton-Bulwer Treaty had ensured its neutrality, regardless of its actual Central American location. In 1846, Colombia, then one with Panama, had signed a treaty with the US to retain a potential canals neutrality and to guard against its capture by any other country, seeking to control this potentially important and lucrative passage. This importance, and the seed of a rail canal, had been demonstrated in 1849, when an influx of gold rushers, destined for Calif concrete coring of the area, a rugged land trail, facilitating mule-train transport of gold from one coast to the other, had been hacked out of the jungle in Panama. During the early-1800s, both the United States and the United Kingdom had continued to focus on the feasibility of such a water artery, although the then-envisioned route had traversed Nicaragua, and the Clayton-Bulwer Treaty had ensured its neutrality, regardless of its actual Central American location. In 1846, Colombia, then one with Panama, had signed a treaty with the US to retain a potential canals neutrality and to guard against its capture by any other country, seeking to control this potentially important and lucrative passage. This importance, and the seed of a rail canal, had been demonstrated in 1849, when an influx of gold rushers, destined for California, had sailed from the eastern part of the US to the Panamanian isthmus, crossed it by mule or foot, and continued up the west coast by sea. The demand, prompting construction of the Trans-Panama Railroad, had, for the first time, connected Colon, on the east side, with Panama City, on the west side, when the $8 million p concrete coring the early-1800s, both the United States and the United Kingdom had continued to focus on the feasibility of such a water artery, although the then-envisioned route had traversed Nicaragua, and the Clayton-Bulwer Treaty had ensured its neutrality, regardless of its actual Central American location. In 1846, Colombia, then one with Panama, had signed a treaty with the US to retain a potential canals neutrality and to guard against its capture by any other country, seeking to control this potentially important and lucrative passage. This importance, and the seed of a rail canal, had been demonstrated in 1849, when an influx of gold rushers, destined for California, had sailed from the eastern part of the US to the Panamanian isthmus, crossed it by mule or foot, and continued up the west coast by sea. The demand, prompting construction of the Trans-Panama Railroad, had, for the first time, connected Colon, on the east side, with Panama City, on the west side, when the $8 million project, undertaken by New York businessmen, had been completed in 1855. The first serious attempt to construct a water passage across Panama, however, had taken place 23 years later, in 1878, when a French company, headed by Suez Canal Director Ferdinand De Lesseps, had secured the rights from Lucien Napoleon Bonaparte Wyse concrete coring traversed Nicaragua, and the Clayton-Bulwer Treaty had ensured its neutrality, regardless of its actual Central American location. In 1846, Colombia, then one with Panama, had signed a treaty with the US to retain a potential canals neutrality and to guard against its capture by any other country, seeking to control this potentially important and lucrative passage. This importance, and the seed of a rail canal, had been demonstrated in 1849, when an influx of gold rushers, destined for California, had sailed from the eastern part of the US to the Panamanian isthmus, crossed it by mule or foot, and continued up the west coast by sea. The demand, prompting construction of the Trans-Panama Railroad, had, for the first time, connected Colon, on the east side, with Panama City, on the west side, when the $8 million project, undertaken by New York businessmen, had been completed in 1855. The first serious attempt to construct a water passage across Panama, however, had taken place 23 years later, in 1878, when a French company, headed by Suez Canal Director Ferdinand De Lesseps, had secured the rights from Lucien Napoleon Bonaparte Wyse, who himself had received the original ones from Panama. He had also bought control of the Panama Railroad for $20 million. Actual digging, for a sea level canal connecting the Atlantic and Pacific Oceans, had begun in 1882, and thousands of French engineers and construction workers engaged in the project. Conditions, however, had vastly differed from those concrete coring with the US to retain a potential canals neutrality and to guard against its capture by any other country, seeking to control this potentially important and lucrative passage. This importance, and the seed of a rail canal, had been demonstrated in 1849, when an influx of gold rushers, destined for California, had sailed from the eastern part of the US to the Panamanian isthmus, crossed it by mule or foot, and continued up the west coast by sea. The demand, prompting construction of the Trans-Panama Railroad, had, for the first time, connected Colon, on the east side, with Panama City, on the west side, when the $8 million project, undertaken by New York businessmen, had been completed in 1855. The first serious attempt to construct a water passage across Panama, however, had taken place 23 years later, in 1878, when a French company, headed by Suez Canal Director Ferdinand De Lesseps, had secured the rights from Lucien Napoleon Bonaparte Wyse, who himself had received the original ones from Panama. He had also bought control of the Panama Railroad for $20 million. Actual digging, for a sea level canal connecting the Atlantic and Pacific Oceans, had begun in 1882, and thousands of French engineers and construction workers engaged in the project. Conditions, however, had vastly differed from those encountered during the comparable Suez Canal project, entailing impenetrable jungles, flooding, excruciatingly high temperatures, humidity, cost escalations, controversy, corruption, inadequate preparation, crude tool and machinery usage, and malaria- and yellow fever-caused deaths. After 24 years of effort and the unearthing of 76 million cubic yards, the company, no concrete coring This importance, and the seed of a rail canal, had been demonstrated in 1849, when an influx of gold rushers, destined for California, had sailed from the eastern part of the US to the Panamanian isthmus, crossed it by mule or foot, and continued up the west coast by sea. The demand, prompting construction of the Trans-Panama Railroad, had, for the first time, connected Colon, on the east side, with Panama City, on the west side, when the $8 million project, undertaken by New York businessmen, had been completed in 1855. The first serious attempt to construct a water passage across Panama, however, had taken place 23 years later, in 1878, when a French company, headed by Suez Canal Director Ferdinand De Lesseps, had secured the rights from Lucien Napoleon Bonaparte Wyse, who himself had received the original ones from Panama. He had also bought control of the Panama Railroad for $20 million. Actual digging, for a sea level canal connecting the Atlantic and Pacific Oceans, had begun in 1882, and thousands of French engineers and construction workers engaged in the project. Conditions, however, had vastly differed from those encountered during the comparable Suez Canal project, entailing impenetrable jungles, flooding, excruciatingly high temperatures, humidity, cost escalations, controversy, corruption, inadequate preparation, crude tool and machinery usage, and malaria- and yellow fever-caused deaths. After 24 years of effort and the unearthing of 76 million cubic yards, the company, now bankrupt, had succeeded in digging a canal less than ten miles in length. Additional survey and analysis, conducted in 1886, had indicated that a continuous-level canal had not been feasible, and could only be successfully completed with a step-and-lock system, requiring ships to progressively in- or decrease height in water-contained c concrete coring part of the US to the Panamanian isthmus, crossed it by mule or foot, and continued up the west coast by sea. The demand, prompting construction of the Trans-Panama Railroad, had, for the first time, connected Colon, on the east side, with Panama City, on the west side, when the $8 million project, undertaken by New York businessmen, had been completed in 1855. The first serious attempt to construct a water passage across Panama, however, had taken place 23 years later, in 1878, when a French company, headed by Suez Canal Director Ferdinand De Lesseps, had secured the rights from Lucien Napoleon Bonaparte Wyse, who himself had received the original ones from Panama. He had also bought control of the Panama Railroad for $20 million. Actual digging, for a sea level canal connecting the Atlantic and Pacific Oceans, had begun in 1882, and thousands of French engineers and construction workers engaged in the project. Conditions, however, had vastly differed from those encountered during the comparable Suez Canal project, entailing impenetrable jungles, flooding, excruciatingly high temperatures, humidity, cost escalations, controversy, corruption, inadequate preparation, crude tool and machinery usage, and malaria- and yellow fever-caused deaths. After 24 years of effort and the unearthing of 76 million cubic yards, the company, now bankrupt, had succeeded in digging a canal less than ten miles in length. Additional survey and analysis, conducted in 1886, had indicated that a continuous-level canal had not been feasible, and could only be successfully completed with a step-and-lock system, requiring ships to progressively in- or decrease height in water-contained chambers before sailing to the next level. Reorganizing themselves as the New Panama Canal Company in 1894, the French accomplished little more, hoping instead to attract a secondary buyer in order to attain a profit from their franchise. During that same year, US businessmen had attempted to commission their own c concrete coring Trans-Panama Railroad, had, for the first time, connected Colon, on the east side, with Panama City, on the west side, when the $8 million project, undertaken by New York businessmen, had been completed in 1855. The first serious attempt to construct a water passage across Panama, however, had taken place 23 years later, in 1878, when a French company, headed by Suez Canal Director Ferdinand De Lesseps, had secured the rights from Lucien Napoleon Bonaparte Wyse, who himself had received the original ones from Panama. He had also bought control of the Panama Railroad for $20 million. Actual digging, for a sea level canal connecting the Atlantic and Pacific Oceans, had begun in 1882, and thousands of French engineers and construction workers engaged in the project. Conditions, however, had vastly differed from those encountered during the comparable Suez Canal project, entailing impenetrable jungles, flooding, excruciatingly high temperatures, humidity, cost escalations, controversy, corruption, inadequate preparation, crude tool and machinery usage, and malaria- and yellow fever-caused deaths. After 24 years of effort and the unearthing of 76 million cubic yards, the company, now bankrupt, had succeeded in digging a canal less than ten miles in length. Additional survey and analysis, conducted in 1886, had indicated that a continuous-level canal had not been feasible, and could only be successfully completed with a step-and-lock system, requiring ships to progressively in- or decrease height in water-contained chambers before sailing to the next level. Reorganizing themselves as the New Panama Canal Company in 1894, the French accomplished little more, hoping instead to attract a secondary buyer in order to attain a profit from their franchise. During that same year, US businessmen had attempted to commission their own canal across the isthmusin this case, across Nicaragua; however, after rapidly depleting their finances, they had made little progress of their own. Urgency, however, soon presented itself. During the Spanish-American War of 1898, the battleship Oregon, required to reinforce the Atlantic fleet, had been forced to circ concrete coring York businessmen, had been completed in 1855. The first serious attempt to construct a water passage across Panama, however, had taken place 23 years later, in 1878, when a French company, headed by Suez Canal Director Ferdinand De Lesseps, had secured the rights from Lucien Napoleon Bonaparte Wyse, who himself had received the original ones from Panama. He had also bought control of the Panama Railroad for $20 million. Actual digging, for a sea level canal connecting the Atlantic and Pacific Oceans, had begun in 1882, and thousands of French engineers and construction workers engaged in the project. Conditions, however, had vastly differed from those encountered during the comparable Suez Canal project, entailing impenetrable jungles, flooding, excruciatingly high temperatures, humidity, cost escalations, controversy, corruption, inadequate preparation, crude tool and machinery usage, and malaria- and yellow fever-caused deaths. After 24 years of effort and the unearthing of 76 million cubic yards, the company, now bankrupt, had succeeded in digging a canal less than ten miles in length. Additional survey and analysis, conducted in 1886, had indicated that a continuous-level canal had not been feasible, and could only be successfully completed with a step-and-lock system, requiring ships to progressively in- or decrease height in water-contained chambers before sailing to the next level. Reorganizing themselves as the New Panama Canal Company in 1894, the French accomplished little more, hoping instead to attract a secondary buyer in order to attain a profit from their franchise. During that same year, US businessmen had attempted to commission their own canal across the isthmusin this case, across Nicaragua; however, after rapidly depleting their finances, they had made little progress of their own. Urgency, however, soon presented itself. During the Spanish-American War of 1898, the battleship Oregon, required to reinforce the Atlantic fleet, had been forced to circumnavigate the South American continent by means of Cape Horn, a 13,000-mile distance, alerting Congress to the fact that a canal, reducing the route between San Francisco and Cuba to 4,600 miles, had been vital to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recom concrete coring a French company, headed by Suez Canal Director Ferdinand De Lesseps, had secured the rights from Lucien Napoleon Bonaparte Wyse, who himself had received the original ones from Panama. He had also bought control of the Panama Railroad for $20 million. Actual digging, for a sea level canal connecting the Atlantic and Pacific Oceans, had begun in 1882, and thousands of French engineers and construction workers engaged in the project. Conditions, however, had vastly differed from those encountered during the comparable Suez Canal project, entailing impenetrable jungles, flooding, excruciatingly high temperatures, humidity, cost escalations, controversy, corruption, inadequate preparation, crude tool and machinery usage, and malaria- and yellow fever-caused deaths. After 24 years of effort and the unearthing of 76 million cubic yards, the company, now bankrupt, had succeeded in digging a canal less than ten miles in length. Additional survey and analysis, conducted in 1886, had indicated that a continuous-level canal had not been feasible, and could only be successfully completed with a step-and-lock system, requiring ships to progressively in- or decrease height in water-contained chambers before sailing to the next level. Reorganizing themselves as the New Panama Canal Company in 1894, the French accomplished little more, hoping instead to attract a secondary buyer in order to attain a profit from their franchise. During that same year, US businessmen had attempted to commission their own canal across the isthmusin this case, across Nicaragua; however, after rapidly depleting their finances, they had made little progress of their own. Urgency, however, soon presented itself. During the Spanish-American War of 1898, the battleship Oregon, required to reinforce the Atlantic fleet, had been forced to circumnavigate the South American continent by means of Cape Horn, a 13,000-mile distance, alerting Congress to the fact that a canal, reducing the route between San Francisco and Cuba to 4,600 miles, had been vital to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recommend the one through Nicaragua because of the reduced amount of required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, sti concrete coring Panama. He had also bought control of the Panama Railroad for $20 million. Actual digging, for a sea level canal connecting the Atlantic and Pacific Oceans, had begun in 1882, and thousands of French engineers and construction workers engaged in the project. Conditions, however, had vastly differed from those encountered during the comparable Suez Canal project, entailing impenetrable jungles, flooding, excruciatingly high temperatures, humidity, cost escalations, controversy, corruption, inadequate preparation, crude tool and machinery usage, and malaria- and yellow fever-caused deaths. After 24 years of effort and the unearthing of 76 million cubic yards, the company, now bankrupt, had succeeded in digging a canal less than ten miles in length. Additional survey and analysis, conducted in 1886, had indicated that a continuous-level canal had not been feasible, and could only be successfully completed with a step-and-lock system, requiring ships to progressively in- or decrease height in water-contained chambers before sailing to the next level. Reorganizing themselves as the New Panama Canal Company in 1894, the French accomplished little more, hoping instead to attract a secondary buyer in order to attain a profit from their franchise. During that same year, US businessmen had attempted to commission their own canal across the isthmusin this case, across Nicaragua; however, after rapidly depleting their finances, they had made little progress of their own. Urgency, however, soon presented itself. During the Spanish-American War of 1898, the battleship Oregon, required to reinforce the Atlantic fleet, had been forced to circumnavigate the South American continent by means of Cape Horn, a 13,000-mile distance, alerting Congress to the fact that a canal, reducing the route between San Francisco and Cuba to 4,600 miles, had been vital to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recommend the one through Nicaragua because of the reduced amount of required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevel concrete coring in 1882, and thousands of French engineers and construction workers engaged in the project. Conditions, however, had vastly differed from those encountered during the comparable Suez Canal project, entailing impenetrable jungles, flooding, excruciatingly high temperatures, humidity, cost escalations, controversy, corruption, inadequate preparation, crude tool and machinery usage, and malaria- and yellow fever-caused deaths. After 24 years of effort and the unearthing of 76 million cubic yards, the company, now bankrupt, had succeeded in digging a canal less than ten miles in length. Additional survey and analysis, conducted in 1886, had indicated that a continuous-level canal had not been feasible, and could only be successfully completed with a step-and-lock system, requiring ships to progressively in- or decrease height in water-contained chambers before sailing to the next level. Reorganizing themselves as the New Panama Canal Company in 1894, the French accomplished little more, hoping instead to attract a secondary buyer in order to attain a profit from their franchise. During that same year, US businessmen had attempted to commission their own canal across the isthmusin this case, across Nicaragua; however, after rapidly depleting their finances, they had made little progress of their own. Urgency, however, soon presented itself. During the Spanish-American War of 1898, the battleship Oregon, required to reinforce the Atlantic fleet, had been forced to circumnavigate the South American continent by means of Cape Horn, a 13,000-mile distance, alerting Congress to the fact that a canal, reducing the route between San Francisco and Cuba to 4,600 miles, had been vital to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recommend the one through Nicaragua because of the reduced amount of required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-B concrete coring entailing impenetrable jungles, flooding, excruciatingly high temperatures, humidity, cost escalations, controversy, corruption, inadequate preparation, crude tool and machinery usage, and malaria- and yellow fever-caused deaths. After 24 years of effort and the unearthing of 76 million cubic yards, the company, now bankrupt, had succeeded in digging a canal less than ten miles in length. Additional survey and analysis, conducted in 1886, had indicated that a continuous-level canal had not been feasible, and could only be successfully completed with a step-and-lock system, requiring ships to progressively in- or decrease height in water-contained chambers before sailing to the next level. Reorganizing themselves as the New Panama Canal Company in 1894, the French accomplished little more, hoping instead to attract a secondary buyer in order to attain a profit from their franchise. During that same year, US businessmen had attempted to commission their own canal across the isthmusin this case, across Nicaragua; however, after rapidly depleting their finances, they had made little progress of their own. Urgency, however, soon presented itself. During the Spanish-American War of 1898, the battleship Oregon, required to reinforce the Atlantic fleet, had been forced to circumnavigate the South American continent by means of Cape Horn, a 13,000-mile distance, alerting Congress to the fact that a canal, reducing the route between San Francisco and Cuba to 4,600 miles, had been vital to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recommend the one through Nicaragua because of the reduced amount of required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to concrete coring of effort and the unearthing of 76 million cubic yards, the company, now bankrupt, had succeeded in digging a canal less than ten miles in length. Additional survey and analysis, conducted in 1886, had indicated that a continuous-level canal had not been feasible, and could only be successfully completed with a step-and-lock system, requiring ships to progressively in- or decrease height in water-contained chambers before sailing to the next level. Reorganizing themselves as the New Panama Canal Company in 1894, the French accomplished little more, hoping instead to attract a secondary buyer in order to attain a profit from their franchise. During that same year, US businessmen had attempted to commission their own canal across the isthmusin this case, across Nicaragua; however, after rapidly depleting their finances, they had made little progress of their own. Urgency, however, soon presented itself. During the Spanish-American War of 1898, the battleship Oregon, required to reinforce the Atlantic fleet, had been forced to circumnavigate the South American continent by means of Cape Horn, a 13,000-mile distance, alerting Congress to the fact that a canal, reducing the route between San Francisco and Cuba to 4,600 miles, had been vital to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recommend the one through Nicaragua because of the reduced amount of required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Proje concrete coring and analysis, conducted in 1886, had indicated that a continuous-level canal had not been feasible, and could only be successfully completed with a step-and-lock system, requiring ships to progressively in- or decrease height in water-contained chambers before sailing to the next level. Reorganizing themselves as the New Panama Canal Company in 1894, the French accomplished little more, hoping instead to attract a secondary buyer in order to attain a profit from their franchise. During that same year, US businessmen had attempted to commission their own canal across the isthmusin this case, across Nicaragua; however, after rapidly depleting their finances, they had made little progress of their own. Urgency, however, soon presented itself. During the Spanish-American War of 1898, the battleship Oregon, required to reinforce the Atlantic fleet, had been forced to circumnavigate the South American continent by means of Cape Horn, a 13,000-mile distance, alerting Congress to the fact that a canal, reducing the route between San Francisco and Cuba to 4,600 miles, had been vital to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recommend the one through Nicaragua because of the reduced amount of required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its so concrete coring progressively in- or decrease height in water-contained chambers before sailing to the next level. Reorganizing themselves as the New Panama Canal Company in 1894, the French accomplished little more, hoping instead to attract a secondary buyer in order to attain a profit from their franchise. During that same year, US businessmen had attempted to commission their own canal across the isthmusin this case, across Nicaragua; however, after rapidly depleting their finances, they had made little progress of their own. Urgency, however, soon presented itself. During the Spanish-American War of 1898, the battleship Oregon, required to reinforce the Atlantic fleet, had been forced to circumnavigate the South American continent by means of Cape Horn, a 13,000-mile distance, alerting Congress to the fact that a canal, reducing the route between San Francisco and Cuba to 4,600 miles, had been vital to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recommend the one through Nicaragua because of the reduced amount of required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employ concrete coring more, hoping instead to attract a secondary buyer in order to attain a profit from their franchise. During that same year, US businessmen had attempted to commission their own canal across the isthmusin this case, across Nicaragua; however, after rapidly depleting their finances, they had made little progress of their own. Urgency, however, soon presented itself. During the Spanish-American War of 1898, the battleship Oregon, required to reinforce the Atlantic fleet, had been forced to circumnavigate the South American continent by means of Cape Horn, a 13,000-mile distance, alerting Congress to the fact that a canal, reducing the route between San Francisco and Cuba to 4,600 miles, had been vital to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recommend the one through Nicaragua because of the reduced amount of required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 mil concrete coring own canal across the isthmusin this case, across Nicaragua; however, after rapidly depleting their finances, they had made little progress of their own. Urgency, however, soon presented itself. During the Spanish-American War of 1898, the battleship Oregon, required to reinforce the Atlantic fleet, had been forced to circumnavigate the South American continent by means of Cape Horn, a 13,000-mile distance, alerting Congress to the fact that a canal, reducing the route between San Francisco and Cuba to 4,600 miles, had been vital to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recommend the one through Nicaragua because of the reduced amount of required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock acros concrete coring During the Spanish-American War of 1898, the battleship Oregon, required to reinforce the Atlantic fleet, had been forced to circumnavigate the South American continent by means of Cape Horn, a 13,000-mile distance, alerting Congress to the fact that a canal, reducing the route between San Francisco and Cuba to 4,600 miles, had been vital to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recommend the one through Nicaragua because of the reduced amount of required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost concrete coring Horn, a 13,000-mile distance, alerting Congress to the fact that a canal, reducing the route between San Francisco and Cuba to 4,600 miles, had been vital to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recommend the one through Nicaragua because of the reduced amount of required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit ha concrete coring to its national defense. During the following year, a commission surveyed potential tans-isthmus routes and continued to recommend the one through Nicaragua because of the reduced amount of required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the concrete coring required digging. The partially completed route through Panama, however, had proven the more favorable choice after the French had offered it, along with the canal rights, property, and railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same concrete coring railroad, for $40 million. President Roosevelt, granting permission to accept the offer in 1902, stipulated that Colombia cede permanent use of the Panama Canal Zone as a condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its concrete coring condition of the acceptance. These land ownership and access issues had been fundamental to the resumption of the project. Colombia, which had hitherto denied the United States the rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone concrete coring rights to build such a canal, had ultimately been eliminated as an obstacle when the Roosevelt-led revolution for Panamanian independence had succeeded, removing Colombian jurisdiction. Officially recognizing the new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard concrete coring new Republic of Panama, Washington negotiated a treaty with it, enabling it to acquire control of the ten-mile strip of land for an initial $10 million and an annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, G concrete coring annual $250,000 thereafter. The Hay-Paunceforte Treaty, replacing the former Clayton-Bulwer Treaty, granted the US the sole right to build and operate a canal across Central America. The United States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an in concrete coring States assumed control of the French-initiated canal, but had neither an idea nor a plan as to how to proceed with it, and had been immediately plagued with the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monol concrete coring the same topographical, engineering, and health obstacles with which the French team had contended. Unlike the French, however, the Americans had applied a systematic approach to eradicating the malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered con concrete coring malaria-carrying mosquitoes by removing the swamps and bush in which they had thrived and by substituting the seamless-level passage with a lock-and-step configuration. The latter, which had obviated the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks l concrete coring the need for engineering solutions to the initial, single-level system, had been less expensive and required less time to build. Colonel George W. Goethals, appointed by Roosevelt, became Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wid concrete coring Project Manager, and he had subdivided the work into three areas: Excavate the Gaillard Cut. Bridge the Chagres River with a dam to create the Gatun Locks. Construct the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the loc concrete coring the actual locks. The Chagres River, particularly, had been perceived as an insurmountable obstacle: bordered by bottomless swamps, if often flooded, destroying everything in its path. Its solution, and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, uppe concrete coring and the key to the entire project, lay with plugging the river four miles from its Caribbean Sea inlet, in order to create a reservoir where the needed water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When th concrete coring water supply for the series of locks could collect. The regions high humidity and surrounding rain forest further facilitated this solution by generating the rains which would then continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised concrete coring continually replenish the reservoir. Employing more than 43,000 from the US, the British West Indies, Spain, and Italy, and unearthing some 211 million cubic yards of dirt, rock, and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the s concrete coring and plant, the reinitiated Panama Canal project gained momentum, using dredges and steam shovels to remove earth, swamp, jungle, and bush amid torrential rain, saturating humidity, and sweltering heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and concrete coring heat conditions. Gatun Lake, 23 miles long and 163 square miles in area, had covered almost half of the canal, making it one of the worlds largest man-made water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes concrete coring water bodies, while the dam which had created it had been 1.5 miles long and rose 85 feet above sea level. Like the Chagres River, the Gaillard Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, d concrete coring Cut had also proved a challenge. Stretching more than nine miles and passing through solid rock across the Continental Divide, it had required more than 60 steam shovels depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog concrete coring depositing dirt into 150 trains running along a 75-mile track before reaching the dumpsite. Mudslides in 1907 had redeposited half a million cubic yards of earth back into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Pan concrete coring into the cut, setting the project back by three months. When completed, this portion of the canal, with a 300-foot width and 40-foot depth, cost $90 million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the ne concrete coring million alone. The Panama Canal, stretching 50.72 miles from Limon Bay on the Atlantic to the Bay of Panama on the Pacific, had been completed in 1914 at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra C concrete coring at a cost of $387 million, which had excluded the almost $300 million already expended by the French. Some 25,000 had lost their lives during its construction. The first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-b concrete coring first full transit had occurred earlier in the year, on January 7, when the floating crane, Alexander La Valley, had plied the water passage, followed eight months later by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the concrete coring by the first official crossing, on August 15, of the passenger and cargo steamer, S. S. Ancon, which had sailed from one end to the other. The date had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Re concrete coring had marked the one-decade anniversary since the United States had assumed control of the French project. Officially opened six years later, on July 12, 1920, by President Woodrow Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had concrete coring Wilson, the Panama Canal had toted its purpose as, The land divided, the world united. Several improvements had been made throughout its almost 100-year history. In 1935, for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part concrete coring for example, 22-square-mile Madden Lake, the result of the dam of the same name, had been completed across the Chagres River and east of the canal in order to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torr concrete coring to store water for Gatun Lake. The Miraflores Swing Bridge, completed seven years later, on May 20, 1942, had provided the first vehicular passage across the canal, and between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the concrete coring between 1954 and 1970, the Gaillard Cut had been widened from its original 300 feet to a current 500. Its intermittently installed fluorescent lighting, on May 12, 1963, had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direct concrete coring had permitted 24-hour canal operations for the first time. Greater canal depth, attained after additional dredging in 1974, increased maximum ship draft to 39.5 feet. Ownership, in accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring accordance with the original agreement, had also changed. Territorial jurisdiction of the Panama Canal Zone had been transferred to Panama in 1979, and 20 years later, on December 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring 31, 1999, it had assumed control of the Panama Canal operation from the United States. On October 22, 2006, authorization to construct a third set of locks, doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring doubling its annual capacity, had been granted. Transit fees vary according to weight and priority. The lowest toll collected had been the 36 cents paid by Richard Haliburton in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring in 1928 when he had swam the length of the canal during a ten-day period, while the highest had been the $313,000 paid by a ship in 2007. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring 7. The Panama Canal remains one of the worlds engineering triumphs, averaging 12,000 annual ships, which transit the Central American isthmus between the Atlantic and Pacific Oceans by means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring means of three sets of dual-lane locks, Gatun Lake, the Gaillard Cut, and an 85-foot water level change, saving the 7,800 miles otherwise required by the continental circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring circumnavigation. Annual capacity is 27,000 transits. II At 0832, the 91,000-ton Infinity glided under the erector set-appearing Bridge of the Americas, which connects the east and west banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring banks of the Panama Canal and forms an integral part of the Pan American Highway. The old Navy base, sporting its three piers and collection of gray boats and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring and ships, moved off the port side. At 0847, the relatively minuscule tugboat, Alianza, approached the mighty cruise liner from the opposite direction, trailing its own white wake, and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring and disgorged the canal pilot abreast of the tall monoliths representing Panama City. Reinitiating movement, now at a snails pace, the ship passed an area of dredging, which represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring represented the first stage of the canals widening project. Inching toward the ever-narrowing canal, whose banks had been formed by a series of densely green hills, the Infinity trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring trailed the Maersk Dortmund, a Valetta-registered containerized ship which had just slipped into the left of the Miraflores Locks two lanes. The pyramid-shaped Centennial Bridge rose in the distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring distance. Moving at swimming speed past the bank-lined palm trees, the lumbering liner penetrated the lock with its bulbous bow, nudged by the Panama Canal tugboats snugly pressed against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring against its stern. Five Century electric locomotives, running on cog tracks laid atop the lock walls, resembled an awaiting armada, poised to take the ship to its next transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring transit process, and moved within arms reach of deck 2. The first line had been cast at 0927. Firmly umbilicaled to the locomotives, which centered and guided the behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring behemoth, it crept into its water cocoon under its own power, and the doors slowly closed behind it. At 1,000 feet long, 110 feet wide, and 41 feet deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring deep, the locks, then the largest structures ever built, are secured by riveted steel doors measuring 47 to 82 feet high, 65 feet wide, and seven feet in thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring thickness. Because of the Pacifics high tides, the westernmost gates in the Miraflores Locks exceed 745 tons in weight, yet, paradoxically, require only 40-hp motors, recessed in the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring the lock walls, to actuate them. A second lock gate, positioned 50 feet from the first, ensures arrested travel. Amid a deluge of water, the first lock, harnessing the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring the power of gravity and fed by Miraflores Lake, gradually flooded, rendering the ship a massive, upward-moving elevator. With the water level of the first, lower chamber now equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring equal to that of the second, upper one, the two massive lock doors gradually swung open at 0950. Appendaged like a spider to a web, the 91,000-ton vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring vessel inched forward, albeit at a laborious pace, under autonomous power, connected to the gray locomotives by thick, black lines, their tracks within arms reach and arching upward to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring to equal the height of the subsequent chamber. When the ship had been safely cradled inside, the entry doors closed behind its stern at 1006. An oil tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring tanker, the Asphalt Star, awaited entry into the left lane. Water, cascading into the chamber through 18-foot-diameter culverts at a three million gallon-per-minute rate, once again flooded the lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring lock during a nine-minute process and raised the ship to a water level 54 feet higher than that of the Pacific from which it had entered. After the laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring laborious opening of the chamber doors, which had, until now, met in a V-configuration, the Infinity, sounding its blast, recommenced forward motion at 1051 in the concrete, rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring rectangular chamber, moving toward, and equal in level to, Miraflores Lake, the smallest of the three in the Panama Canal system. The Asphalt Star had intermittently slipped into the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring the first of the two left lane chambers. Exiting the passage, as if the ship had followed a fluid set of railroad tracks, the Infinity had successfully negotiated the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring the first set of the eventual three locks, leaving behind a series of steps made of water. Crossing the one-and-a-half mile lake, the ship once again slipped into the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring the right of the two lanes forming the Pedro Miguel Locks, the tight, locomotive-connected lines ensuring adherence in the otherwise unattached chamber of the panamax-dimensioned cruiseliner, which ceased motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring motion ahead of the massive lock doors at 1139. The view through the large, circular portholes in my cabin on Continental Deck 2 resembled that of a train tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring tunnel or coal mine, the black, granite wall of the chamber higher than the deck, permitting only a faint shaft of light to enter it and filter through the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring the window. Like a slow-moving elevator, the 3,000-person vessel inched up its shaft, devoid of any power or generator source other than the overwhelming barrage of water collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring collecting and mounting under its keel. Progressive ascent could be gauged by the outside lights intensification. At 1144, the bottom of the porthole had been parallel with the concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring concrete-supported railroad tracks on which the cog locomotives had run, although the upward ascent had continued for another six minutes until the Infinity had been 31 feet higher than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring than Miraflores Lake and 85 feet higher than the Pacific Ocean. After the massive doors of the single, Pedro Miguel lock chamber had opened, the third facilitating the ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring ships lift since it had entered the Panama Canal, it nudged itself out of its aquatic cocoon with its azipods at 1152. As the ship moved past the concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring concrete island and the two railroad tracks imbedded in it, it temporarily appeared like a train pulling out of a station, one of the cog locomotives passing in the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring the opposite direction in order to usher the next vessel through the lock. Clearing the island at 1205, the Infinity, baked by 90-degree temperatures, carved its path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring path into the turquoise water, sandwiched between the dense, green banks. Now penetrating the nine-mile-long, 500-foot-wide Gaillard Cut, which had originally been designated Culebra Cut, the Infinity sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring sailed between Contractors Hill in the west and Gold Hill in the east. The Centennial Bridge, opened in 2004 at a cost of $104 million and the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring the second to span the canal, towered 264 feet above the water and marked the Continental Divide, passing overhead at 1216. Rust-red, tan-brown, and charcoal-black rock, once sliced by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring by primitive methods, passed off the port side, somehow emphasizing the obstacles presented by this area during the canals excavation. Gamboa soon moved off the starboard side. By early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring early afternoon, billowing white and gray cumulous had collected in the sky. Following the emerald green, buoy-lined channel, the Infinity thread its way through the Panamanian rain forest at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring at a ten-knot steam speed beneath the searingly hot sun, entering the 163-square-mile Gatun Lake, which, prior to excavation, had been a mountain top. Because of the s shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring shape of Panama, the ship had sailed in a northwesterly direction toward the Caribbean. Reducing its forward speed to a snails pace, the ship once again slipped into the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring the first of Gatun Locks three chambers at 1541 in order to commence its 85-foot descent to the Caribbean Seas water level. Cable-connected to the numerous electric locomotives, it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring it had been pulled and aligned in the chamber before the steel gates had closed behind it, permitting water to be drained through its 18-foot-diameter culverts until the view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring view through the Deck 2 portholes had been equivalent to a tunnel-resembling concrete wall when the cruise ship had reached its bottom ten minutes later. The massive lock gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring gates, slowly opening inward until they had been parallel to and an integral part of the chambers walls, permitted the behemoth to move forward toward the second chamber at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring at 1555 before the process had been repeated. Securely inside the third chamber at 1631, the ship descended by means of gravity-created waterpower for a final time during its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring its Panama Canal transit, the opening lock doors unleashing a torrential flood into the Caribbean Sea after having used 26 million gallons for the three-step descent. Initiating movement under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring under autonomous power at 1656, the ship exited the lock. Once it had cleared the center island, it had pursued a 010-degree heading at a six-knot crawl, following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring following the seven-mile channel and passing the shipyards, docks, and fueling stations of the Port of Cristobal located on the eastern shore. Deboarding its local pilot into the Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring Heron pilot boat, it entered Limon Bay, threshold to the Caribbean Sea, exiting the breakwaters at 1753 and now maintaining a sprightly, 16-knot speed. Having transited the Panama Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring Canal in an easterly direction and having connected the Pacific with the Atlantic Ocean during an eight-hour period, the Infinity, one of 44 ships to have done so that day, had shaved more than two weeks off of the comparable circumnavigation round the tip of South America. concrete coring

Contamination brought on by chemical and waste spills can be extremely high-priced to clean up. The liability related with spills is not limited to clean up. The testing required to identify if a spill has brought on contamination can be really high-priced and tie up resources for years. This is why getting a designated containment area with impervious coatings to hold spills for clean up are so essential. Core samples, testing and monitoring of wells can often expense 100 times as considerably as the containment location construction costs.

To steer clear of liability and reduce impact from hazardous chemical spills secondary containment locations employ berms, walls and sumps. These low price structures avoid incidental or catastrophic spills from damaging or contaminating surrounding locations. By confining the location of possible contamination you limit your testing and monitoring specifications after a spill.

To assure that your secondary containment region reduces your investigation and monitoring fees you need to employ a coating that is contiguous even after the spill. Any visible crack, break, peel, or lifted area can make all your efforts meaningless. Concrete is very porous and will need to be coated to assure spill investigators that the spill was contained. The coating requirements to be durable enough to hold most spills until they can be recovered or neutralized and disposed of with no showing harm to the film integrity. To preserve integrity concrete and most other construction supplies want to be coated with chemically resistant finishes to resist incidental contact with the chemicals and substances that could be present. This coating is created to repel moisture, abrasion and inhibit rust and corrosion. This coating is in a position to stand up to very acidic solutions, bleaches, caustics and different petroleum products. Solutions like sulfuric acid, chlorine, potassium chloride and fuel oil just to name a few.

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When utilised and applied in multiple coats a excellent containment creates an impermeable and contiguous chemically resistant shield over your containment region. Typical application achieves a thickness of 10-15 mils per coat. These coatings are an economical strategy to meet the requirements to safeguard concrete, wood, plastic and even asphalt. Simply because of the significance of this program to be truly successful it need to be applied to a surface that is totally free from holes and other irregularities.

For a free of charge expense analysis customized to your project which includes step by step directions go to www.concrete-floor-coatings.com . The kits incorporate what you will require to achieve a sufficiently smooth surface that the coating will adhere to developing an impermeable contiguous chemically resistant barrier. Quotes contain crack and joint repair materials and fillers as required. Appropriate detailing can be achieved so that the coating systems can manage a working atmosphere with regular wear and tear.

Berm &amp Containment applications consist of:

Coating

Secondary containment coating systems, as soon as applied, generally contain two or much more coats applied to a thickness of 20 to 40 mils supplying exceptional chemical resistance for incidental spills and recovery.

Crack Bridging and Hole Repair

Secondary containment locations typically call for support supplies to bridge cracks and fill holes as needed to attain a cost-successful impermeable barrier.


▪ Wash-down, storage and secondary containment for aircraft, trucks, tankers, trailers and other equipment in a variety of berm sizes.
▪ Containment of oil, fuel, chemicals, acids, generators, trucks and other power equipment used in-plant or in remote places

This video shows you how the coring of a concrete pile is accomplished.

Podiatrists – Health and wellbeing Professionals People Must Learn about

With awareness about health hazards while working in a place filled with poisonous gases and fumes, more and more companies in the UK have started using concrete coring dust extractors to save their workers. There are millions of workers who come in contact with crystalline silica dust every year and they suffer from silicosis as an end result. People associated with masonry grinding, ceramic work, concrete surfacing, dry concrete cutting, palm sanding and drywall installation concrete coring as an end result. People associated with masonry grinding, ceramic work, concrete surfacing, dry concrete cutting, palm sanding and drywall installation are the worst sufferers of dust related diseases. Not only does dust lead to Silicosis but it also causes harm to the environment. There are so many poisonous gases that are released in the environment that it has caused concerns in the mind of the environmentalists. Many of the industrial plants have been shut down or have to go undergo concrete coring dust related diseases. Not only does dust lead to Silicosis but it also causes harm to the environment. There are so many poisonous gases that are released in the environment that it has caused concerns in the mind of the environmentalists. Many of the industrial plants have been shut down or have to go undergo modifications in order to keep them free from dangerous dust and fumes. Some of the companies have taken a policy that prevention is better then cure and are using dust extractors as a possible solution. A dust extractor is a type of machine that is used for fume and dust extraction and disposes these off safely. There are fi concrete coring released in the environment that it has caused concerns in the mind of the environmentalists. Many of the industrial plants have been shut down or have to go undergo modifications in order to keep them free from dangerous dust and fumes. Some of the companies have taken a policy that prevention is better then cure and are using dust extractors as a possible solution. A dust extractor is a type of machine that is used for fume and dust extraction and disposes these off safely. There are filters attached with the dust extractors that allows the efficient extraction of dust from various environments. These systems have a powerful suction capacity and there is also a sophisticated network of filtration system to filter all types of dust. Various other parts involved in these type of ma concrete coring to go undergo modifications in order to keep them free from dangerous dust and fumes. Some of the companies have taken a policy that prevention is better then cure and are using dust extractors as a possible solution. A dust extractor is a type of machine that is used for fume and dust extraction and disposes these off safely. There are filters attached with the dust extractors that allows the efficient extraction of dust from various environments. These systems have a powerful suction capacity and there is also a sophisticated network of filtration system to filter all types of dust. Various other parts involved in these type of machines work together to clear off the dust particles. There is dust extraction hood located close to the point where dust is present and this hood is connected with a suction hose. The suction hose is in turn attached with a kind of pip work of fluid. There is a separation accessory that separates concrete coring better then cure and are using dust extractors as a possible solution. A dust extractor is a type of machine that is used for fume and dust extraction and disposes these off safely. There are filters attached with the dust extractors that allows the efficient extraction of dust from various environments. These systems have a powerful suction capacity and there is also a sophisticated network of filtration system to filter all types of dust. Various other parts involved in these type of machines work together to clear off the dust particles. There is dust extraction hood located close to the point where dust is present and this hood is connected with a suction hose. The suction hose is in turn attached with a kind of pip work of fluid. There is a separation accessory that separates dust particles from the air sucked in. Separation process uses filters and cyclones to get every minute dust particle. Dust extractors have to be chosen wisely as it is a costly as well sophisticated machinery. Installation of dust extractors is a complex process. Therefore it is i concrete coring dust extraction and disposes these off safely. There are filters attached with the dust extractors that allows the efficient extraction of dust from various environments. These systems have a powerful suction capacity and there is also a sophisticated network of filtration system to filter all types of dust. Various other parts involved in these type of machines work together to clear off the dust particles. There is dust extraction hood located close to the point where dust is present and this hood is connected with a suction hose. The suction hose is in turn attached with a kind of pip work of fluid. There is a separation accessory that separates dust particles from the air sucked in. Separation process uses filters and cyclones to get every minute dust particle. Dust extractors have to be chosen wisely as it is a costly as well sophisticated machinery. Installation of dust extractors is a complex process. Therefore it is important that the buying and installation work is done by renowned companies. These machineries needs to be utilized well and with improper usage and maintenance they can be effective and work fine for longer period of time. So, the dust extractors should be bought from companies that have a detailed manual as concrete coring systems have a powerful suction capacity and there is also a sophisticated network of filtration system to filter all types of dust. Various other parts involved in these type of machines work together to clear off the dust particles. There is dust extraction hood located close to the point where dust is present and this hood is connected with a suction hose. The suction hose is in turn attached with a kind of pip work of fluid. There is a separation accessory that separates dust particles from the air sucked in. Separation process uses filters and cyclones to get every minute dust particle. Dust extractors have to be chosen wisely as it is a costly as well sophisticated machinery. Installation of dust extractors is a complex process. Therefore it is important that the buying and installation work is done by renowned companies. These machineries needs to be utilized well and with improper usage and maintenance they can be effective and work fine for longer period of time. So, the dust extractors should be bought from companies that have a detailed manual as well those that give detailed demo of their usage. Some of the reputed companies have also made simple the process of using the dust extractors. There are other benefits of using the dust extractors from the renowned companies as well such as: Such companies have a lot of expertize and can give advice specific to the various industries concrete coring in these type of machines work together to clear off the dust particles. There is dust extraction hood located close to the point where dust is present and this hood is connected with a suction hose. The suction hose is in turn attached with a kind of pip work of fluid. There is a separation accessory that separates dust particles from the air sucked in. Separation process uses filters and cyclones to get every minute dust particle. Dust extractors have to be chosen wisely as it is a costly as well sophisticated machinery. Installation of dust extractors is a complex process. Therefore it is important that the buying and installation work is done by renowned companies. These machineries needs to be utilized well and with improper usage and maintenance they can be effective and work fine for longer period of time. So, the dust extractors should be bought from companies that have a detailed manual as well those that give detailed demo of their usage. Some of the reputed companies have also made simple the process of using the dust extractors. There are other benefits of using the dust extractors from the renowned companies as well such as: Such companies have a lot of expertize and can give advice specific to the various industries related to dust extraction. They also give advice on the type of dust extractor to be installed based on the industry needs. Installation of the machinery on site and detailed inspection after that. Regular maintenance services at low costs or no cost at all. There are many such companies that offer a concrete coring present and this hood is connected with a suction hose. The suction hose is in turn attached with a kind of pip work of fluid. There is a separation accessory that separates dust particles from the air sucked in. Separation process uses filters and cyclones to get every minute dust particle. Dust extractors have to be chosen wisely as it is a costly as well sophisticated machinery. Installation of dust extractors is a complex process. Therefore it is important that the buying and installation work is done by renowned companies. These machineries needs to be utilized well and with improper usage and maintenance they can be effective and work fine for longer period of time. So, the dust extractors should be bought from companies that have a detailed manual as well those that give detailed demo of their usage. Some of the reputed companies have also made simple the process of using the dust extractors. There are other benefits of using the dust extractors from the renowned companies as well such as: Such companies have a lot of expertize and can give advice specific to the various industries related to dust extraction. They also give advice on the type of dust extractor to be installed based on the industry needs. Installation of the machinery on site and detailed inspection after that. Regular maintenance services at low costs or no cost at all. There are many such companies that offer a wide range of dust extraction systems and each of these comply with the industry standards. There are dust extractors with either multi or single unit frame. Some of the latest dust extractors can also handle hazardous elements like titanium, aluminum and GRP. concrete coring is a separation accessory that separates dust particles from the air sucked in. Separation process uses filters and cyclones to get every minute dust particle. Dust extractors have to be chosen wisely as it is a costly as well sophisticated machinery. Installation of dust extractors is a complex process. Therefore it is important that the buying and installation work is done by renowned companies. These machineries needs to be utilized well and with improper usage and maintenance they can be effective and work fine for longer period of time. So, the dust extractors should be bought from companies that have a detailed manual as well those that give detailed demo of their usage. Some of the reputed companies have also made simple the process of using the dust extractors. There are other benefits of using the dust extractors from the renowned companies as well such as: Such companies have a lot of expertize and can give advice specific to the various industries related to dust extraction. They also give advice on the type of dust extractor to be installed based on the industry needs. Installation of the machinery on site and detailed inspection after that. Regular maintenance services at low costs or no cost at all. There are many such companies that offer a wide range of dust extraction systems and each of these comply with the industry standards. There are dust extractors with either multi or single unit frame. Some of the latest dust extractors can also handle hazardous elements like titanium, aluminum and GRP. concrete coring extractors have to be chosen wisely as it is a costly as well sophisticated machinery. Installation of dust extractors is a complex process. Therefore it is important that the buying and installation work is done by renowned companies. These machineries needs to be utilized well and with improper usage and maintenance they can be effective and work fine for longer period of time. So, the dust extractors should be bought from companies that have a detailed manual as well those that give detailed demo of their usage. Some of the reputed companies have also made simple the process of using the dust extractors. There are other benefits of using the dust extractors from the renowned companies as well such as: Such companies have a lot of expertize and can give advice specific to the various industries related to dust extraction. They also give advice on the type of dust extractor to be installed based on the industry needs. Installation of the machinery on site and detailed inspection after that. Regular maintenance services at low costs or no cost at all. There are many such companies that offer a wide range of dust extraction systems and each of these comply with the industry standards. There are dust extractors with either multi or single unit frame. Some of the latest dust extractors can also handle hazardous elements like titanium, aluminum and GRP. concrete coring important that the buying and installation work is done by renowned companies. These machineries needs to be utilized well and with improper usage and maintenance they can be effective and work fine for longer period of time. So, the dust extractors should be bought from companies that have a detailed manual as well those that give detailed demo of their usage. Some of the reputed companies have also made simple the process of using the dust extractors. There are other benefits of using the dust extractors from the renowned companies as well such as: Such companies have a lot of expertize and can give advice specific to the various industries related to dust extraction. They also give advice on the type of dust extractor to be installed based on the industry needs. Installation of the machinery on site and detailed inspection after that. Regular maintenance services at low costs or no cost at all. There are many such companies that offer a wide range of dust extraction systems and each of these comply with the industry standards. There are dust extractors with either multi or single unit frame. Some of the latest dust extractors can also handle hazardous elements like titanium, aluminum and GRP. concrete coring can be effective and work fine for longer period of time. So, the dust extractors should be bought from companies that have a detailed manual as well those that give detailed demo of their usage. Some of the reputed companies have also made simple the process of using the dust extractors. There are other benefits of using the dust extractors from the renowned companies as well such as: Such companies have a lot of expertize and can give advice specific to the various industries related to dust extraction. They also give advice on the type of dust extractor to be installed based on the industry needs. Installation of the machinery on site and detailed inspection after that. Regular maintenance services at low costs or no cost at all. There are many such companies that offer a wide range of dust extraction systems and each of these comply with the industry standards. There are dust extractors with either multi or single unit frame. Some of the latest dust extractors can also handle hazardous elements like titanium, aluminum and GRP. concrete coring well those that give detailed demo of their usage. Some of the reputed companies have also made simple the process of using the dust extractors. There are other benefits of using the dust extractors from the renowned companies as well such as: Such companies have a lot of expertize and can give advice specific to the various industries related to dust extraction. They also give advice on the type of dust extractor to be installed based on the industry needs. Installation of the machinery on site and detailed inspection after that. Regular maintenance services at low costs or no cost at all. There are many such companies that offer a wide range of dust extraction systems and each of these comply with the industry standards. There are dust extractors with either multi or single unit frame. Some of the latest dust extractors can also handle hazardous elements like titanium, aluminum and GRP. concrete coring are other benefits of using the dust extractors from the renowned companies as well such as: Such companies have a lot of expertize and can give advice specific to the various industries related to dust extraction. They also give advice on the type of dust extractor to be installed based on the industry needs. Installation of the machinery on site and detailed inspection after that. Regular maintenance services at low costs or no cost at all. There are many such companies that offer a wide range of dust extraction systems and each of these comply with the industry standards. There are dust extractors with either multi or single unit frame. Some of the latest dust extractors can also handle hazardous elements like titanium, aluminum and GRP. concrete coring advice specific to the various industries related to dust extraction. They also give advice on the type of dust extractor to be installed based on the industry needs. Installation of the machinery on site and detailed inspection after that. Regular maintenance services at low costs or no cost at all. There are many such companies that offer a wide range of dust extraction systems and each of these comply with the industry standards. There are dust extractors with either multi or single unit frame. Some of the latest dust extractors can also handle hazardous elements like titanium, aluminum and GRP. concrete coring industry needs. Installation of the machinery on site and detailed inspection after that. Regular maintenance services at low costs or no cost at all. There are many such companies that offer a wide range of dust extraction systems and each of these comply with the industry standards. There are dust extractors with either multi or single unit frame. Some of the latest dust extractors can also handle hazardous elements like titanium, aluminum and GRP. concrete coring many such companies that offer a wide range of dust extraction systems and each of these comply with the industry standards. There are dust extractors with either multi or single unit frame. Some of the latest dust extractors can also handle hazardous elements like titanium, aluminum and GRP. concrete coring

Write-up by David Baldwin

With the planet becoming a lot far more familiar with New Age curing approaches, it is understandable to turn into puzzled and relate podiatrist inside this classification. If you are puzzled regarding this occupation, it is time to know the concrete realities powering this well being care application.

The fable from actuality

Numerous people view podiatrists as men and women who concentrate on feet exclusively. What’s worse is a lot of folks even think that these physicians are purely alternative wellness care authorities. To settle the difficulty, think of podiatry experts as qualified physicians who research, identify, treat, and help keep away from conditions in the feet, ankles, and lower leg regions.

When you go to this “foot physician,” you may possibly anticipate a wellness care specialist qualified to deal with foot troubles. This individual will not stimulate your foot areas the slightest bit. The individual won’t utilize fine needles on it or check with a chakra board to decide your aura levels. Instead, the specialist will carry out physical check-ups and carry out X-rays or other laboratory work exams to ascertain your precise foot ailment.

What it will take to come to be one

Podiatry coaching is one of the most rigid degrees out there. Just ahead of any individual can enter podiatry medical school, that person demands to accomplish a bachelor diploma or at least 90 semester hours in university. The aspiring pupil may be required to take an admission exam to enter medical training technically.

Podiatric medical school education is equivalent to medical training in its initial year. The main distinction, nevertheless, lies in the emphasis on foot, ankle joint, and lower leg locations.

Following the four-year coaching, a student will have to go for hands-on postdoctoral coaching in the course of residency. Residency demands could have students rotating on handling core locations including internal medicine, behaviour medicine, physical therapy, emergency medicine, common surgery, plastic surgery, and orthopedic surgery. It’ll also contain medical and surgical podiatry coaching.

Residency is not yet the conclusion of the route since the pupil will nonetheless have to go through board certification from the American Board of Podiatric Orthopedics and Main Podiatric Medicine and/or the American Board of Podiatric Surgery. Some states also demand licensing for podiatrists, and various exams are vital just before receiving this license.

Profession specialties

Occupations readily accessible soon soon after podiatric medical coaching differ based on specialty. These specialties may possibly involve reconstructive rearfoot and ankle surgery, arm or leg salvage and wound care (diabetes-related scenarios), and podopediatrics (scientific studies concerning children’s feet and ankles). A podiatric physician could also function in sports medicine as a “foot doctor” who helps beginner and specialist players deal with sports accidents.

Criminal investigations can also want individuals who concentrate on forensic podiatry. Feel of the nicely-liked Television show CSI exactly where detectives have to examine shoes or boots, footprints, and shoe prints in a crime scene. Podiatrists who’ve forensic courses normally are the ones who analyze all these and testify in court to its reliability.

Seeing podiatrists is typically a need to if you suffer from all forms of diabetes or other circumstances that call for particular care for your foot. If you are contemplating this choice, speak with your insurance corporation now. Your insurance agent could allow you to know which centers or private hospitals have podiatric care in their lineup. They could also point you to practitioners who would accept insurance paid payment possibilities.

About the Author

David Baldwin is known as a sports coach who attempted the assistance of a podiatrist and a foot physician.

Knowing Character of varied Terrain Shows

What is stamped concrete and how is it done?Stamped concrete is a finish that is imprinted or embossed into concrete while it is concrete coring still in its plastic or moldable state. Patterns often resemble a natural stone texture and look, but any pattern or design can be imprinted or stamped into the soft concrete surface.This is a simple summary of how Stamped Concrete Contractor would install a typical sta concrete coring or stamped into the soft concrete surface.This is a simple summary of how Stamped Concrete Contractor would install a typical stamped concrete finish.1. The first step is to protect all adjacent or adjoining surfaces. Plastic is often used to protect and prevent damage or discoloration caused by concrete splatter, oxide colors and other chemicals used during the process.2. Once the form work (the wall edging and oute concrete coring 1. The first step is to protect all adjacent or adjoining surfaces. Plastic is often used to protect and prevent damage or discoloration caused by concrete splatter, oxide colors and other chemicals used during the process.2. Once the form work (the wall edging and outer shape of the slab) and reinforcement (often Steel Rebar) is in place the concrete is poured and placed into the form. The concrete is then smoothed and leveled to the desired slope and finish.3. If the concrete color is not present in the mix, a dry shake surface colorant is now applied, thi concrete coring by concrete splatter, oxide colors and other chemicals used during the process.2. Once the form work (the wall edging and outer shape of the slab) and reinforcement (often Steel Rebar) is in place the concrete is poured and placed into the form. The concrete is then smoothed and leveled to the desired slope and finish.3. If the concrete color is not present in the mix, a dry shake surface colorant is now applied, this will add the desired color to the surface of the concrete.4. The concrete is left to set until it is at the right state for imprinting or stamping. A trained professional will know when it is ready but it is generally when the concrete leaves an impression when pushed with a fin concrete coring the slab) and reinforcement (often Steel Rebar) is in place the concrete is poured and placed into the form. The concrete is then smoothed and leveled to the desired slope and finish.3. If the concrete color is not present in the mix, a dry shake surface colorant is now applied, this will add the desired color to the surface of the concrete.4. The concrete is left to set until it is at the right state for imprinting or stamping. A trained professional will know when it is ready but it is generally when the concrete leaves an impression when pushed with a finger similar to putty.5. A liquid or powder release agent is applied to the concrete surface and is used to help separate the stamp mats (patterns) from the surface.6. The stamp mats are then applied to the surface and tapped down with a tamper tool to press them into the plas concrete coring and leveled to the desired slope and finish.3. If the concrete color is not present in the mix, a dry shake surface colorant is now applied, this will add the desired color to the surface of the concrete.4. The concrete is left to set until it is at the right state for imprinting or stamping. A trained professional will know when it is ready but it is generally when the concrete leaves an impression when pushed with a finger similar to putty.5. A liquid or powder release agent is applied to the concrete surface and is used to help separate the stamp mats (patterns) from the surface.6. The stamp mats are then applied to the surface and tapped down with a tamper tool to press them into the plastic concrete. When they are removed they leave behind the desired pattern. Using multiple mats, a leap frog’ system allows the craftsmen the ability to work their way from one end to the other. It is important to know how to adjust the mats and place them randomly concrete coring is now applied, this will add the desired color to the surface of the concrete.4. The concrete is left to set until it is at the right state for imprinting or stamping. A trained professional will know when it is ready but it is generally when the concrete leaves an impression when pushed with a finger similar to putty.5. A liquid or powder release agent is applied to the concrete surface and is used to help separate the stamp mats (patterns) from the surface.6. The stamp mats are then applied to the surface and tapped down with a tamper tool to press them into the plastic concrete. When they are removed they leave behind the desired pattern. Using multiple mats, a leap frog’ system allows the craftsmen the ability to work their way from one end to the other. It is important to know how to adjust the mats and place them randomly as not to obviously duplicate the exact same pattern.7. Once the patterns have been applied the concrete is left to set and cure.8. When the concrete is sufficiently cured or hardened, the surface is cleaned of release agents and loose debris. concrete coring is at the right state for imprinting or stamping. A trained professional will know when it is ready but it is generally when the concrete leaves an impression when pushed with a finger similar to putty.5. A liquid or powder release agent is applied to the concrete surface and is used to help separate the stamp mats (patterns) from the surface.6. The stamp mats are then applied to the surface and tapped down with a tamper tool to press them into the plastic concrete. When they are removed they leave behind the desired pattern. Using multiple mats, a leap frog’ system allows the craftsmen the ability to work their way from one end to the other. It is important to know how to adjust the mats and place them randomly as not to obviously duplicate the exact same pattern.7. Once the patterns have been applied the concrete is left to set and cure.8. When the concrete is sufficiently cured or hardened, the surface is cleaned of release agents and loose debris. Control joints are cut and stamp seams are cleaned up. It can then be sealed to help bring out the color as well as protect the surface.9. A clear sealer can be reapplied every two or three years to keep the stamped concrete surface looking its be concrete coring concrete leaves an impression when pushed with a finger similar to putty.5. A liquid or powder release agent is applied to the concrete surface and is used to help separate the stamp mats (patterns) from the surface.6. The stamp mats are then applied to the surface and tapped down with a tamper tool to press them into the plastic concrete. When they are removed they leave behind the desired pattern. Using multiple mats, a leap frog’ system allows the craftsmen the ability to work their way from one end to the other. It is important to know how to adjust the mats and place them randomly as not to obviously duplicate the exact same pattern.7. Once the patterns have been applied the concrete is left to set and cure.8. When the concrete is sufficiently cured or hardened, the surface is cleaned of release agents and loose debris. Control joints are cut and stamp seams are cleaned up. It can then be sealed to help bring out the color as well as protect the surface.9. A clear sealer can be reapplied every two or three years to keep the stamped concrete surface looking its best.This explains the basics of stamped concrete. There is a lot more than meets the eye though. A professional stamped concrete craftsman must understand concrete, slopes, grading, forming, finishing, coloration, sealers and more to achieve successful results every concrete coring surface and is used to help separate the stamp mats (patterns) from the surface.6. The stamp mats are then applied to the surface and tapped down with a tamper tool to press them into the plastic concrete. When they are removed they leave behind the desired pattern. Using multiple mats, a leap frog’ system allows the craftsmen the ability to work their way from one end to the other. It is important to know how to adjust the mats and place them randomly as not to obviously duplicate the exact same pattern.7. Once the patterns have been applied the concrete is left to set and cure.8. When the concrete is sufficiently cured or hardened, the surface is cleaned of release agents and loose debris. Control joints are cut and stamp seams are cleaned up. It can then be sealed to help bring out the color as well as protect the surface.9. A clear sealer can be reapplied every two or three years to keep the stamped concrete surface looking its best.This explains the basics of stamped concrete. There is a lot more than meets the eye though. A professional stamped concrete craftsman must understand concrete, slopes, grading, forming, finishing, coloration, sealers and more to achieve successful results every time. It takes years of practice and most professionals are truly talented craftsmen and artisans.Related links:Stamped Concrete Photos concrete coring and tapped down with a tamper tool to press them into the plastic concrete. When they are removed they leave behind the desired pattern. Using multiple mats, a leap frog’ system allows the craftsmen the ability to work their way from one end to the other. It is important to know how to adjust the mats and place them randomly as not to obviously duplicate the exact same pattern.7. Once the patterns have been applied the concrete is left to set and cure.8. When the concrete is sufficiently cured or hardened, the surface is cleaned of release agents and loose debris. Control joints are cut and stamp seams are cleaned up. It can then be sealed to help bring out the color as well as protect the surface.9. A clear sealer can be reapplied every two or three years to keep the stamped concrete surface looking its best.This explains the basics of stamped concrete. There is a lot more than meets the eye though. A professional stamped concrete craftsman must understand concrete, slopes, grading, forming, finishing, coloration, sealers and more to achieve successful results every time. It takes years of practice and most professionals are truly talented craftsmen and artisans.Related links:Stamped Concrete Photos concrete coring Using multiple mats, a leap frog’ system allows the craftsmen the ability to work their way from one end to the other. It is important to know how to adjust the mats and place them randomly as not to obviously duplicate the exact same pattern.7. Once the patterns have been applied the concrete is left to set and cure.8. When the concrete is sufficiently cured or hardened, the surface is cleaned of release agents and loose debris. Control joints are cut and stamp seams are cleaned up. It can then be sealed to help bring out the color as well as protect the surface.9. A clear sealer can be reapplied every two or three years to keep the stamped concrete surface looking its best.This explains the basics of stamped concrete. There is a lot more than meets the eye though. A professional stamped concrete craftsman must understand concrete, slopes, grading, forming, finishing, coloration, sealers and more to achieve successful results every time. It takes years of practice and most professionals are truly talented craftsmen and artisans.Related links:Stamped Concrete Photos concrete coring important to know how to adjust the mats and place them randomly as not to obviously duplicate the exact same pattern.7. Once the patterns have been applied the concrete is left to set and cure.8. When the concrete is sufficiently cured or hardened, the surface is cleaned of release agents and loose debris. Control joints are cut and stamp seams are cleaned up. It can then be sealed to help bring out the color as well as protect the surface.9. A clear sealer can be reapplied every two or three years to keep the stamped concrete surface looking its best.This explains the basics of stamped concrete. There is a lot more than meets the eye though. A professional stamped concrete craftsman must understand concrete, slopes, grading, forming, finishing, coloration, sealers and more to achieve successful results every time. It takes years of practice and most professionals are truly talented craftsmen and artisans.Related links:Stamped Concrete Photos concrete coring patterns have been applied the concrete is left to set and cure.8. When the concrete is sufficiently cured or hardened, the surface is cleaned of release agents and loose debris. Control joints are cut and stamp seams are cleaned up. It can then be sealed to help bring out the color as well as protect the surface.9. A clear sealer can be reapplied every two or three years to keep the stamped concrete surface looking its best.This explains the basics of stamped concrete. There is a lot more than meets the eye though. A professional stamped concrete craftsman must understand concrete, slopes, grading, forming, finishing, coloration, sealers and more to achieve successful results every time. It takes years of practice and most professionals are truly talented craftsmen and artisans.Related links:Stamped Concrete Photos concrete coring cleaned of release agents and loose debris. Control joints are cut and stamp seams are cleaned up. It can then be sealed to help bring out the color as well as protect the surface.9. A clear sealer can be reapplied every two or three years to keep the stamped concrete surface looking its best.This explains the basics of stamped concrete. There is a lot more than meets the eye though. A professional stamped concrete craftsman must understand concrete, slopes, grading, forming, finishing, coloration, sealers and more to achieve successful results every time. It takes years of practice and most professionals are truly talented craftsmen and artisans.Related links:Stamped Concrete Photos concrete coring bring out the color as well as protect the surface.9. A clear sealer can be reapplied every two or three years to keep the stamped concrete surface looking its best.This explains the basics of stamped concrete. There is a lot more than meets the eye though. A professional stamped concrete craftsman must understand concrete, slopes, grading, forming, finishing, coloration, sealers and more to achieve successful results every time. It takes years of practice and most professionals are truly talented craftsmen and artisans.Related links:Stamped Concrete Photos concrete coring the stamped concrete surface looking its best.This explains the basics of stamped concrete. There is a lot more than meets the eye though. A professional stamped concrete craftsman must understand concrete, slopes, grading, forming, finishing, coloration, sealers and more to achieve successful results every time. It takes years of practice and most professionals are truly talented craftsmen and artisans.Related links:Stamped Concrete Photos concrete coring A professional stamped concrete craftsman must understand concrete, slopes, grading, forming, finishing, coloration, sealers and more to achieve successful results every time. It takes years of practice and most professionals are truly talented craftsmen and artisans.Related links:Stamped Concrete Photos concrete coring

Therefore it’s greater if an individual find out about their own positive aspects and drawbacks in accordance with the floor sort that you will try it. Such as, if you are utilizing it on a hardwood floorboards, you could reduce the list swiftly considering that you can not assume all paints are typically created to repay wood, quite a few may even destroy ones floor coverings.
 
On the other hand, if you’re going to color ones own house floor, your plan of action tend to be flooring paints that takes place to be acrylic primarily based, concrete floor paint stuff, latex, or possibly polyurethane. Even if these folks had been made concerning cement floors, do not forget that there are really causes which could customize long life in addition to proficiency of this car paint tactics not just put on generally the shade as you would like towards.

Causes that might change the paint contain business connected with fractures, the actual moisture, essential oil stains, dust, along with other products located on the terrain. Ideal coaching ought to be done for them to save effort together with profit.
 

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Though the above declared painting variations will be acceptable for concrete floorboards, not all can match a principles. Typically the petrol dependent color as an example, this has been designed to attempt and do really well with the portions of defined and it’s the greatest involving most of the real floors portray though the result must not be given that appealing simply because it need to be.

As soon as the coloring cures, if you want to it is far from although modern day during latex as properly as glue shade is regularly. Also, this does not lengthy as it peels away from right concrete floor paints after days of wear together with dissect and so you truly have to paint spots a person’s storage soil within a consistent basis.
 
All the other ground portray have got their positive aspects and disadvantages. Usually the epoxy shade can be described as trendy option for a lot of owners through displayed garage area floor coverings because final result is a glossy stop. Moreover, it tends to make cleaning up built h2o, gasoline, and several toxins a lot less difficult.

 Although the disadvantage to this device is the truth too significantly sunshine visibility can trigger loosing typically the modern influence and as a consequence grow to be yellow. The memory painting on the other hand continues to be viewed to enhance in comparison to the stick since the device boasts a high effectiveness against chemical stains along with sun power.

Carry on, generally the latex paint that is certainly an option selection by means of resin along with polyurethane painting primarily simply because the nation’s success is the exact same nevertheless the difficulty lies on abdominal muscles long-term period of blow drying precious time, the necessity to implement the protective covering core upon portrait, and the have to protect it from punctures since of sun light because color option certainly will lessen and once its found situated at lengthened specific period of time towards the sun’s heat.
 
Picking out the wonderful ground paint can certainly make your wheels spin nonetheless take into account that marketing promotions campaigns that you will decide some thing which is expensive nevertheless might last extended other than a factor that is cost-effective even so , can not maybe even function for seven days.