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HOURLY PRODUCTION <br />Hauling Capacity: <br />Basis <br />Material weight: 2,850 pounds/LCY <br />Matedal description <br />Decomposed rock - 25% Rock, 75 % Earth <br />Rated payload : 48,000 pounds <br />Payload capacity : 18.11 LCY <br />Scraper Bowl (volume) Basis <br />sheet 2 of t <br />Struck volume : 14.00 LCY <br />Heaped volume : 20.00 LCY <br />Average volume : 1700 LCY <br />Adjusted capacity : 17.00 LCY "" <br />hourly production reflects wlume per scraper pair on push-pull models <br />Cvcle Time : ob Condition Corrections : Site altitude (ft.) : 7,190 <br /> Scraper Push dozer Source <br />Scraper loading time' : 0.50 minutes Altitude adj.: 1.000 1.000 (Cat HB) <br />Maneuver and spread time : 0.60 minutes Job efficiency • 0.830 0.830 (Cat HB) <br />• load time per scraper pair on push-pull models Net Correction : 0.830 0.830 <br />Travel time <br />Road condition description :Rutted dirt, little maintenance, no water, 2" fire penetration <br />Haul Route <br />Seg. # Haul distance (feet) Grade (%) Roll. res. (%) Total res. (%) Velocity (fpm) Travel time (min.)" <br />1 250 2.00 5.00 7.00 1568 0.24 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Haul time : 0.24 minutes <br />Return route <br />Fleet size : 1 Team(s) Total job time : 4.29 Hours <br />Unit cost : 50.572 /LCY Total job cost : $2, 682 <br />5,:....:.::.: ,..,:,... <br />...a.... <br />