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Cycle Time: <br />Scraper Loading Time: <br />Maneuver and Spread Time: <br />Job Condition Correction: <br />0.40 Minutes <br />0.60 Minutes <br />Page 16 of 161 <br />Site Altitude: 7500 feet <br />Seg # <br />Scraper <br />Push Dozer Source <br />Roll. Res <br />Altitude Ad': <br />1.000 <br />1.000 CAT HB <br />1 <br />Job Efficiency: <br />0.830 <br />0.830 (CAT HB) <br />21.00 <br />537 <br />1.31 <br />2 <br />Scraper(s) <br />Net Correction: <br />0.830 <br />0.830 <br />Travel Time: <br />team (fleet) hourly production: <br />665.77 <br />Road Condition: <br />Firm, smooth, rolling, <br />dirt/It. surfaced, watered, maintained 3.0 <br />Haul Route - <br />Seg # <br />Haul Distance (Ft) <br />Grade <br />Roll. Res <br />Total Res <br />% <br />Velocity <br />00m) <br />Travel Time <br />(min) <br />1 <br />700.00 <br />18.00 <br />3.00 <br />21.00 <br />537 <br />1.31 <br />Haul Time: 1.31 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 />1 700.00 <br />-18.00 <br />3.00 <br />-15.00 <br />1749 <br />0.51 <br />CIRCES Cost Estimating Software <br />Return Time: <br />0.51 <br />minutes <br />Total Scraper team cycle time: <br />2.82 <br />minutes <br />Adjusted for job conditions: <br />332.88 <br />LCY/Hour <br />Selected Number of Scrapers: <br />2 <br />Scraper(s) <br />Adjusted single scraper team (unit) hourly production: <br />665.77 <br />LCY/Hour <br />Adjusted multiple scraper <br />team (fleet) hourly production: <br />665.77 <br />LCY/Hour <br />Unadjusted unit production/hour: <br />401.06 LCY/Hour <br />Optimal Number of Scrapers per push dozer: <br />JOB TIME AND COST <br />Fleet size: 1 Team(s) <br />Total job time: <br />248.08 <br />Hours <br />Unit cost: $1.503 /LCY <br />Total job cost: <br />$248,206 <br />CIRCES Cost Estimating Software <br />