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HOURLY PRODUCTION <br />Hauling Capacity <br />Basis <br />Material weight : 2,550 pounds/LCY <br />Material description <br />Earth -Dry packed <br />Rated payload : 48,000 pounds <br />Payload rapacity : 18.82 LCY <br />Bowl (volume) Basis <br />sheet 2 of 2 <br />Struck volume : 14.00 LGY <br />Heaped volume : 20.00 LCY <br />Average volume : 17.00 LCY <br />Adjusted capacity : 17.00 LCY "' <br />hourly protluction reflects volume per scraper pair on push-pull models <br />Cycle Time : Job Condition Corrections : Site altitude (ft.) : 6,100 <br /> Scraper Push dozer Source <br />Scraper loading time' : 0.90 minutes Altitude adj.: 1.000 NA (Cat H6) <br />Maneuver and spread time : 0.60 minutes Job efficiency : 0.830 NA (Cat HB) <br />`load time per scraper pair on push-pull models Net CorreCtlon : 0.830 NA <br />Travel time <br />Road condition description :Finn, smooth, rolling, dirt/It. surfaced, watered, maintained <br />Haul Route <br />Seg. # Haul distance (feet) Grade (%) Roll. res. (%) Total res. (%) Velocity (fpm) Travel time (min.)" <br />1 500 -8.00 3.00 -5.00 2938 0.23 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Haul time : 0.23 minutes <br />Retum route <br />"[ravel time for each segment is adjusted for acceleration/deceleraGOn. Return time : 0.38 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) : 2.10 minutes <br />Unadjusted unit production/hour : 969.78 LCY/hour "' Adjusted forjob conditions : 804.92 LCY/hour <br />Optimal number of scrapers per push dozer : NA Selected number of scrapers : 2 scraper(s) <br />Adjusted single scraper team (unit) hourly production : 804.92 LCY/hour <br />Adjusted multiple scraper team (fleet) howdy production : 804.92 LCY/hour <br /> <br />JOB TIME AND COST ~ ~ ~~ <br />Fleet size : 1 Team(s) Total job time : 11.18 Hours <br />Unit cost : $0.686 /LCY Total job cost : $5,991 <br />