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Scraper Worksheet Cont'd Task#010 Page 2 of 2 <br /> Cycle Time: <br /> Scraper Loading Time: 0.80 Minutes <br /> Maneuver and Spread Time: 0.60 Minutes <br /> Job Condition Correction: Site Altitude: 5700 feet <br /> Scraper Push Dozer Source <br /> Altitude Adj: 1.000 NA (CAT HB) <br /> Job Efficiency: 0.830 NA (CAT HB) <br /> Net Correction: 0.830 NA <br /> Travel Time: <br /> Road Condition: Firm, smooth,rolling,dirt/It. surfaced,watered,maintained 3.0 <br /> Haul Route: <br /> Seg# Haul Distance(Ft) Grade Roll.Res Total Res Velocity Travel Time <br /> (%) (%) (%) (fpm) (min) <br /> 1 340.00 3.00 3.00 6.00 1477 0.31 <br /> Haul Time: 0.31 minutes <br /> Return Route: <br /> Seg# Haul Distance(Ft) Grade Roll.Res Total Res Velocity Travel Time <br /> (%) (%) (%) (f m) (min) <br /> 1 340.00 -3.00 3.00 0.00 2965 0.22 <br /> Return Time: 0.22 minutes <br /> Total Scraper team cycle time: 1.93 minutes <br /> Adjusted for job conditions: 647.86 LCY/Hour <br /> Selected Number of Scrapers: 1 Scraper(s) <br /> Adjusted single scraper team(unit)hourly production: 647.86 LCY/Hour <br /> Adjusted multiple scraper team(fleet)hourly production: 647.86 LCY/Hour <br /> Unadjusted unit production/hour: 780.55 LCY/Hour <br /> Optimal Number of Scrapers per push dozer: <br /> JOB TIME AND COST <br /> Fleet size: 1 Team(s) Total job time: 6.38 Hours <br /> Unit cost: $0.913 /LCY Total job cost: $3,774 <br /> CIRCES Cost Estimating Software <br />