Laserfiche WebLink
HOURLY PRODUCTION <br />Hauling Capacity: <br />Scraper Payload (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 />Bowl (volume) Basis <br />sheet 2 of 2 <br />Struck volume <br />Heaped volume <br />Average volume <br />Adjusted capacity <br />14.00 LCY <br />20.00 LCY <br />17.00 LCY <br />17.00 LCY "' <br />hourly production reflects volume per scraper pair on pusMpull models <br />Cvcla Tima : ob Condition Corrections : Site altitude (ft.) : 4,350 <br /> Scraper Push dozer Source <br />Scraper loading time * : 2.00 minutes Altitude adj. • 1.000 NA (Cat HB) <br />Maneuver and spread time : 0.70 minutes Job efficiency • 0.830 NA (Cat HB) <br />'load time per scmper pair on pusMpull models Net CefreCtlOn : 0.830 NA <br />Travel time <br />Road condition description :Rutted dirt, little maintenance, no water, 2"tire penetration <br />Haul Route <br />Seg. # Haul distance (feet) Grade (%) Roll. res. (%) Total res. (%) Velocity (fpm) Travel time (min.)"' <br />1 700 2.00 5.00 700 1044 0.71 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Haul time : 0.71 minutes <br />Return route <br />fable velocities are max. attainable per total resistance shown, not average <br />Total scraper team cycle time (load + haul + maneuver and spread + return) <br />Unadjusted unit production/hour: 265.05 LCY/hour "' Adjusted forjob conditions <br />Optimal number of scrapers per push dozer : NA Selected number of scrapers <br />Adjusted single scraper team (unit) hourly production : <br />Adjusted multiple scraper team (fleet) hourly production <br />JOB TIME AND COST <br />minutes <br />3.85 minutes <br />219.99 LCY/hour <br />1 scraper(s) <br />219.99 LCY/hour <br />219.99 LCY/hour <br />Fleet size : 1 Team(s) Total job time : 66.86 Hours <br />Unit cost : 50.613 /LCY Total job cost : $9,014 <br />'• frevel time for each segment is adjusted for acceleretioNdeceleretion. Return time : 0.44 <br />