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Scraper Worksheet Cont'd Task#04A 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:6225 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: Loose sand or gravel 10 <br /> Haul Route: <br /> Seg# Haul Distance(Ft) Grade Roll. Res Total Res Velocity(fpm) Travel Time <br /> (%) (%) (%) (min) <br /> 1 600.00 0.00 10.00 10.00 922 0.68 <br /> Haul Time: 0.68 minutes <br /> Return Route: <br /> Seg# Haul Distance(Ft) Grade Roll. Res Total Res Velocity(fpm) Travel Time <br /> (%) (%) (%) (min) <br /> 1 600.00 0.00 10.00 10.00 1476 0.45 <br /> Return Time: 0.45 minutes <br /> Total Scraper team cycle time: 2.53 minutes <br /> Adjusted for job conditions: 472.41 LCY/Hour <br /> Selected Number of Scrapers: 1 Scraper(s) <br /> Adjusted single scraper team(unit)hourly production: 472.41 LCY/Hour <br /> Adjusted multiple scraper team(fleet)hourly production: 472.41 LCY/Hour <br /> Unadjusted unit production/hour: 569.17 LCY/Hour <br /> Optimal Number of Scrapers per push dozer: <br /> JOB TIME AND COST <br /> Fleet size: 1 Team(s) Total job time: 21.17 Hours <br /> Unit cost: $1.762 /LCY Total job cost: $17,615 <br /> CIRCES Cost Estimating Software <br />