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Cycle Time: <br /> Scraper Loading Time: 0.80 Minutes <br /> Maneuver and Spread Time: 0.60 Minutes <br /> Job Condition Correction: Site Altitude:4500 feet <br /> Scraper Push Dozer Source <br /> Altitude Adj: 1.000 1.000 (CAT HB) <br /> Job Efficiency: 0.830 0.830 (CAT HB) <br /> Net Correction: 0.830 0.830 <br /> Travel Time: <br /> Road Condition: Firm, smooth,rolling_dirt/It. surfaced,watered.maintained 3.0 <br /> Haul Route: <br /> Return Route: <br /> Seg# Haul Distance(Ft) Grade Roll.Res Total Res Velocity Travel Time <br /> (%) (%) (%) (fpm) (min) <br /> 1 2000.00 -2.00 3.00 1.00 2963 0.79 <br /> Return Time: 0.79 minutes <br /> Total Scraper team cycle time: 3.37 minutes <br /> Adjusted for job conditions: 428.55 LCY/Hour <br /> Selected Number of Scrapers: 3 Scraper(s) <br /> Adjusted single scraper team(unit)hourly production: 1,285.64 LCY/Hour <br /> Adjusted multiple scraper team(fleet)hourly production: 1,285.64 LCY/Hour <br /> Unadjusted unit production/hour: 516.32 LCY/Hour <br /> Optimal Number of Scrapers per push <br /> dozer: <br /> JOB TIME AND COST <br /> Fleet size: 1 Team(s) Total job time: 62.12 Hours <br /> Unit cost: $1.715 /LCY Total job cost: $136,975 <br />