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<: <..;:: <br />HOURLY PRODUCTION sheet 2 of 2 <br />Haulinst Capacity: <br />Basis <br />Material weight : 1,600 pounds/LCY <br />Material description <br />Top Soil <br />Rated payload : 48,000 pounds <br />Payload capacity : 30.00 LCY <br />Scraper Bowl (volume) Basis <br />Struck volume <br />Heaped volume <br />Average volume <br />Adjusted capacity <br />17.00 LCY *** <br />howdy production reflects volume per scraper pair on push-pull models <br />Cycle Time : Job Condition Corrections : Site altitude (ft.) : 4,425 <br /> Scraper Push dozer Source <br />Scraper loading time' : 2.00 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 on push-pull models NBt COrleCSlOn ; 0.830 NA <br />Travel time <br />Road wndition 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 1,800 -2.00 5.00 3.00 2484 0.95 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Haul time : 0.95 minutes <br />Return route <br />table velocities are max. attainable per total resistance shown, not average <br />Total scraper team cycle time (load + haul + maneuver and spread + return) <br />Unadjusted unit production/hour : 214.10 LCY/hour "` Adjusted forjob 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 />14.00 LCY <br />20.00 LCY <br />17.00 LCY <br />minutes <br />4.76 minutes <br />177.70 LCY/hour <br />1 scraper(s) <br />177.70 LCY/hour <br />177.70 LCY/hour <br />•' Vavel time ror each segment is atljusfed ror accele2tion/deceleration, Re1Uf0 lime : 1.11 <br />