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HOURLY PRODUCTION sheet 2 of 2 <br />Haullna Caaacity: <br />Scraper Payload (weight) Basis : I Scraper Bowl (volume) Basis <br />Material weight : 1,600 pounds/LCY Struck volume : 18.00 LCY <br />Material description <br />Top Soil <br />Rated payload : 55,000 pounds <br />Payload capacity : 34.38 LCY <br />Heaped volume <br />Average volume <br />Adjusted capacity <br />23.00 LCY <br />20.50 LCY <br />20.50 LCY'** <br />houny production reflects volume per scraper pair on push-pull motlels <br />Cvcle Time : ob Condition Corrections : Site altitude (ft.) : 5,300 <br /> Scraper Push dozer Source <br />Scraper loading time * : 0.90 minutes Altitude adj.: 1.000 NA (Cat HB) <br />Maneuver and spread time : 0.70 minutes Job efficiency : 0.830 NA (Cat HB) <br />'load time per scraper pair onpush-pull models Net Correction : 0.830 NA <br />Travel time <br />Road condition description :Rutted dirt little maintenance, no water, 2"tire penetration <br />Haul Route <br />Seg. # Haul distance (feet) Grade (%) Roll. res. (%) Total res. (%) Velocity (fpm) Travel time (min.)** <br />1 500 0.50 5.00 5.50 1098 0.50 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Haul time <br />Return route <br />Return time <br />Total scraper team cycle time (load + haul + maneuver and spread + return) <br />Unadjusted unit production/hour : 489.39 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) houdy production <br />0.50 minutes <br />0.41 minutes <br />2.51 minutes <br />406.19 LCY/hour <br />1 scraper(s) <br />406.19 LCY/hour <br />406.19 LCY/hour <br />"travel time for each segment is adjusted for acceleration/deceleretion. <br />table velocities are max. attainahle per total resistance shown, not average <br />