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HOURLY PRODUCTION sheet 2 of 2 <br />Hauling Caoaclty <br />I (weight) 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 />Cycle Time <br />Scraper loading time' : 2.00 minutes <br />Maneuver and spread time : 0.70 minutes <br />'load time per scmper pair on push-pull models <br />Travel time <br />Road condition description :Rutted <br />Haul Route <br />Bowl (volume) Basis <br />Struck volume : 14.00 LCY <br />Heaped volume : 20.00 LCY <br />Average volume : 17.00 LCY <br />Adjusted capacity ; 17.00 LCY "' <br />howdy production reFlecls volume per scraper pair on push-pull models <br />ob Condition Corrections : Site altitude (ft.) : 4,350 <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 />little maintenance, no water, 2"tire <br />Seg. # Haul distance (feet) Grade (%) Roll. res. (%) Total res. (%) Velocity (fpm) Travel time (min,)" <br />1 700 2.00 5.00 7.00 1044 0.71 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Return route <br />Haul time : 0.71 minutes <br />° [mve~ ume ror each segment is adjustetl for acceleration/decelemllon. Return tlme : 0.44 minutes <br />table velocities are max. attainable per total resistance shown, not average <br />Total scraper team cycle time (load + haul + maneuver and spread + return) : 3.85 minutes <br />Unadjusted unit production/hour : 265.05 LCY/hour "' Adjusted for job conditions : 219.99 LCY/hour <br />Optimal number of scrapers per push dozer : NA Selected number of scrapers : 1 scraper(s) <br />Adjusted single scraper team (unit) hourly production : 219.99 LCY/hour <br />Adjusted multiple scraper team (Fleet) hourly production : 219.99 LCY/hour <br />