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HOURLY PRODUCTION sheet 2 of 2 <br />Hauling Capacity : <br />Scraper Pavload (weight) Basis : I Scraper Bowl (volume) Basis : <br />Material weight : 1,600 pounds/LCY <br />Material description <br />Top Soil <br />Rated payload : 104,000 pounds <br />Payload capacity: 65.00 LCY <br />Cycle Time : <br />Scraper loading time' : 1.10 <br />Maneuver and spread time : 0.60 <br />* load time per scraper pair on push-pull models <br />Struck volume : 32.00 LCY <br />Heaped volume : 44.00 LCY <br />Average volume : 38.00 LCY <br />Adjusted capacity: 38.00 LCY " <br />hourly production reflects volume per scraper pair on push-pull models <br /> Job Condition Corrections : Site altitude (ft.) : 5,030 <br /> Scraper Push dozer Source <br />minutes Altitude adj.: 1.000 NA (Cat HB) <br />minutes Job efficiency : 0.830 NA (Cat HB) <br /> Net correction : 0.830 NA <br />Travel time : <br />Road condition description :Rutted dirt, little maintenance, no water, 1 " tire penetration <br />Haul Route : <br />Seg. # Haul distance (feet) Grade (%) Roll. res. (%) Total res. (%) Velocity (fpm) Travel time (min.)** <br />1 1,200 0.00 4.00 4.00 2725 0.69 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Haul time : v.oy <br />Return route : <br />minutes <br />" travel time for each segment is adjusted for acceleration/deceleration. Return time : 0.58 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) : 2.96 minutes <br />Unadjusted unit production/hour : 1,538.69 LCY/hour *** Adjusted for job conditions : 1,277.11 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 : 1,277.11 LCY/hour <br />Adjusted multiple scraper team (fleet) hourly production : 1,277.11 LCY/hour <br /> <br />JOB TIME AND COST <br />Fleet size : 1 Team(s) Total job time : 11.37 Hours <br />Unit cost : $0.698 /LCY Total job cost : $10,141 <br /> <br />S = 299 A