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HOURLY PRODUCTION sheet 2 of 2., <br />Hauling Capacity <br />Scraper Payload (weight) Basis : I Scraper Bowl {volume) Basis <br />Material weight : 2,550 pounds/LCY Struck volume : 21.00 LCY <br />Material description <br />Earth -Dry packed <br />Rated payload : 75,000 pounds <br />Payload capacity : 29.41 LCY <br />Cvcle Time <br />Scraper loading time' : 1.00 minutes <br />Maneuver and spread time : 0.60 minutes <br />' loatl time per scaper pair on push-pull models <br />Travel time <br />Road condition description :Firm, smooth, rolling <br />Haul Route <br />Heaped volume : 31.00 LCY <br />Averaga volume : 26.00 LCY <br />Adjusted capacity : 26.00 LCY "* <br />hourry production reflects volume per scraper pair on push-pull models <br />Job C ndition Corrections : Site altitude (ft.) : 6,300 <br /> Scraper Push dozer Source <br />Altitude adj.: 1.000 NA (Cat HB) <br />Job efficiency : 0.830 NA (Cat HB) <br />Net correction : 0.830 NA <br />dirt/It. suAaced, watered, maintained <br />Seg, # Haul distance (feet) Grade (%) Roll. res. (%) Total res. (%) Velocity (fpm) Travel time (min.)"' <br />1 8, 750 4.10 3.00 7.10 1362 6.50 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Return route ; <br />Return time <br />Total scraper team cycle time (load + haul + maneuver and spread + return) <br />Unadjusted unit production/hour : 280.25 LCY/hour'"* Adjusted for job conditions <br />Optimal number of scrapers per push dozer : NA Selected number of scrapers <br />Adjusted single scraper team (unit) hourly production <br />Adjusted multiple scraper team (fleet) hourly production <br />Haul time <br />6.50 minutes <br />3.04 minutes <br />11.13 minutes <br />232.61 LCY/hour <br />2 scraper(s) <br />232.61 LCY/hour <br />232.61 LCY/hour <br />"travel time for each segment is adjustetl far acceleration/deceleration. <br />table velocities are max. attainable per total resistance shown, not average <br />