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;: <: ,.: <br />HOURLY PRODUCTION sheet 2 of 2 <br />Hauling Capacity <br />Basis <br />Material weight : 2,550 pounds/LCY <br />Material description <br />Earth -Dry packed <br />Rated payload : 75,000 pounds <br />Bowl (volume) Basis <br />Struck volume : 21.00 LCY <br />Heaped volume : 31.00 LCY <br />Average volume : 26.00 LCY <br />Adjusted capacity : 26.00 LCY "' <br />Payload capacity : 29.41 LCY <br />hourly production reflects volume per scraper pair on push-pull models <br />Cvcle Time : Job Condition C orrections : Site altitude (ft.) : 6,300 <br /> Scraper Push dozer Source <br />Scraper loading time' : 1.00 minutes Altitude adj.: 1.000 NA (Cat HB) <br />Maneuver and spread time : 0.60 minutes Job efficiency : 0.830 NA (Cat HB) <br />`loatl time per scmper pair on push-pull motlels 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 4,200 -6.40 4.00 -2.40 2972 1.46 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Haul time : f.46 minutes <br />Return route <br />minutes <br />table velocities are max. adainable per total resistance shown, nol average <br />Total scraper team cycle time (load + haul + maneuver and spread + return) : 5.96 minutes <br />Unadjusted unit production/hour : 523.57 LCY/hour *" Adjusted for job conditions : 434.56 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 : 434.56 LCY/hour <br />Adjusted multiple scraper team (fleet) hourly production : 434.56 LCY/hour <br /> <br />JOBTIDAEANDCOS7~~ ~ ~~ ~~ ~~ ~ ~~ ~~ <br />Fleet size : 1 Team(s) Total job time : 17.26 Hours <br />Unit cost : 51.334 /LCY Total job cost : $10,003 <br />"travel time for each segment is adjusted For accelera[ioNtlecelera[ion. RetUfn time : 2.90 <br />