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Scraper Production Estimating You are using 631E Scrapers for an earthmoving project (Scraper specifications are found in Table 8.1 and performance charts are found in Figures 8.10 and 8.11). There will be one D9 dozer on the job to push load the scrapers. Using the Scraper Production Estimating Format, analyze the scraper production, and answer the questions that follow (be sure to fill in ALL highlighted cells). Material is a sandy clay (dry earth), weighing 2850 Ibs/bcy. The Material will swell 25% when excavated from its Bank state. A well maintained haul road has a rolling resistance of 40 lbs/tn. Load Time will be 0.60 minutes, which will result in an average haul load of 90% heaped capacity. Use a 55 mm-hour efficiency factor The Total Haul Length is 3000 If and has the following individual segments when moving from the cut to the fill To account for acceleration and deceleration, use 6mph over a distance of 200 If Total Ownership and Operating Costs (including operator) When loading per the conditions stated above, how many LCY will the Scraper carry? When loading per the conditions stated above, how many BCY will the Scraper carry? What is the weight of the Payload in lbs? What is the total weight of the loaded Scraper in lbs? Solution Stuck/confused? http://www.superiorwriters247.org/ is right here for you check it out for help.

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Scraper Production Estimating You are using 631E Scrapers for an earthmoving project (Scraper specifications are found in Table 8.1 and performance charts are found in Figures 8.10 and 8.11). There will be one D9 dozer on the job to push load the scrapers. Using the Scraper Production Estimating Format, analyze the scraper production, and answer the questions that follow (be sure to fill in ALL highlighted cells). Material is a sandy clay (dry earth), weighing 2850 Ibs/bcy. The Material will swell 25% when excavated from its Bank state. A well maintained haul road has a rolling resistance of 40 lbs/tn. Load Time will be 0.60 minutes, which will result in an average haul load of 90% heaped capacity. Use a 55 mm-hour efficiency factor The Total Haul Length is 3000 If and has the following individual segments when moving from the cut to the fill To account for acceleration and deceleration, use 6mph over a distance of 200 If Total Ownership and Operating Costs (including operator) When loading per the conditions stated above, how many LCY will the Scraper carry? When loading per the conditions stated above, how many BCY will the Scraper carry? What is the weight of the Payload in lbs? What is the total weight of the loaded Scraper in lbs? Solution Stuck/confused? http://www.superiorwriters247.org/ is right here for you check it out for help.

- 1. Scraper Production Estimating You are using 631E Scrapers for an earthmoving project (Scraper specifications are found in Table 8.1 and performance charts are found in Figures 8.10 and 8.11). There will be one D9 dozer on the job to push load the scrapers. Using the Scraper Production Estimating Format, analyze the scraper production, and answer the questions that follow (be sure to fill in ALL highlighted cells). Material is a sandy clay (dry earth), weighing 2850 Ibs/bcy. The Material will swell 25% when excavated from its Bank state. A well maintained haul road has a rolling resistance of 40 lbs/tn. Load Time will be 0.60 minutes, which will result in an average haul load of 90% heaped capacity. Use a 55 mm-hour efficiency factor The Total Haul Length is 3000 If and has the following individual segments when moving from the cut to the fill To account for acceleration and deceleration, use 6mph over a distance of 200 If Total Ownership and Operating Costs (including operator) When loading per the conditions stated above, how many LCY will the Scraper carry? When loading per the conditions stated above, how many BCY will the Scraper carry? What is the weight of the Payload in lbs? What is the total weight of the loaded Scraper in lbs? Solution Stuck/confused? http://www.superiorwriters247.org/ is right here for you check it out for help