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HOURLY PRODUCTION sheet 2 of 2 <br />Hauling Capacity : <br />Scraper Payload (weight) Basis : Scraper Bowl (volume) Basis : <br />Material weight : 1,600 pounds/LCY Struck volume : 23.20 LCY <br />Material description <br />Top Soil <br />Rated payload : 82,000 pounds <br />Payload capacity : 51.25 LCY <br />Cycle Time : <br />Scraper loading time * : 0.90 <br />Maneuver and spread time : 0.70 <br />* load time per scraper pair on push-pull models <br />Heaped volume : 34.00 LCY <br />Average volume : 28.60 LCY <br />Adjusted capacity : 28.60 LCY *"* <br />hourly production reflects volume per scraper pair on push-pull models <br /> Job Condition Corrections : Site altitude (ft.) : 5,100 <br /> Scraper Push dozer Source <br />minutes Altitude adj.: 0.960 NA (Cat HB) <br />minutes Job efficiency : 0.830 NA (Cat HB) <br /> Net correction : 0.797 NA <br />Travel time : <br />Road condition description :Soft, rutted dirt, no maintenance or water, 4" tire penetration <br />Haul Route : <br />Seg. # Haul distance (feet) Grade (%) Roll. res. (%) Total res. (%) Velocity (fpm) Travel time (min.)** <br />1 250 0.00 8.00 8.00 835 0.33 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Return route : <br />Haul time : 0.33 minutes <br />** travel time for each segment is adjusted for acceleration/deceleration. Return time : 0.26 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) : 2.19 minutes <br />Unadjusted unit production/hour : 783.53 LCY/hour *** Adjusted for job conditions : 624.31 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 : 624.31 LCY/hour <br />Adjusted multiple scraper team (fleet) hourly production : 624.31 LCY/hour <br />JOB TIME AND COST <br />Fleet size : 1 Team(s) Total job time : 7.85 Hours <br />Unit cost : $0.427 /LCY Total job cost : $2,093