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Cycle Time: <br />Scraper Loading Time: <br />Maneuver and Spread Time: <br />Job Condition Correction: <br />0.60 Minutes <br />0.70 Minutes <br />Page 70 of 135 <br />Site Altitude: 5700 feet <br />Seg # Haul Distance (Ft) <br />Scraper <br />Push Dozer Source <br />Total Res Velocity Travel Time <br />% 00m) (min) <br />Altitude Ad': <br />1.000 <br />1.000 CAT HB <br />3.00 2227 0.34 <br />Job Efficiency: <br />0.830 <br />0.830 CAT HB <br />0.30 <br />Adjusted single scraper team (unit) hourly production: <br />1,488.87 <br />LCY/Hour <br />Adjusted multiple scraper team (fleet) hourly production: <br />Net Correction: <br />0.830 <br />0.830 <br />Travel Time: <br />Optimal Number of Scrapers per push dozer: <br />Road Condition: <br />Firm, smooth, rolling., <br />dirt/lt. surfaced, watered, maintained 3.0 <br />Haul Route: <br />Seg # Haul Distance (Ft) <br />Grade <br />Roll. Res <br />Total Res Velocity Travel Time <br />% 00m) (min) <br />1 200.00 <br />0.00 <br />3.00 <br />3.00 2227 0.34 <br />Haul Time: 0.34 minutes <br />Return Route: <br />Seg # Haul Distance (Ft) <br />Grade <br />Roll. Res <br />Total Res <br />Velocity <br />(fpm) <br />Travel Time <br />(min) <br />1 200.00 <br />0.00 <br />3.00 <br />3.00 <br />2890 <br />0.30 <br />Return Time: <br />0.30 <br />minutes <br />Total Scraper team cycle time: <br />1.94 <br />minutes <br />Adjusted for job conditions: <br />744.43 <br />LCY/Hour <br />Selected Number of Scrapers: <br />2 <br />Scraper(s) <br />Adjusted single scraper team (unit) hourly production: <br />1,488.87 <br />LCY/Hour <br />Adjusted multiple scraper team (fleet) hourly production: <br />1,488.87 <br />LCY/Hour <br />Unadjusted unit production/hour: 896.91 LCY/Hour <br />Optimal Number of Scrapers per push dozer: <br />JOB TIME AND COST <br />Fleet size: 1 Team(s) Total job time: <br />Unit cost: $0.474 /LCY Total job cost: <br />3.10 Hours <br />191 <br />CIRCES Cost Estimating Software <br />