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Page 8 of 10 <br />Cycle Time: <br />Scraper Loading Time: 1.00 Minutes <br />Maneuver and Spread Time: 0.60 Minutes <br />Job Condition Correction: <br />Site Altitude: 6745 feet <br />Scraper <br />Push Dozer <br />Source <br />Altitude Ad': 1.000 <br />NA <br />(CAT HB) <br />Job Efficiency: 0.830 <br />NA <br />(CAT HB) <br />Net Correction: 0.830 NA <br />Travel Time: <br />Road Condition: Hard, smooth, stabilized, surfaced, watered, maintained 2.0 <br />Haul Route: <br />Seg # <br />Haul Distance (Ft) <br />Grade <br />Roll. Res (%) <br />Total Res (%) <br />Velocity (fpm) <br />Travel Time (min) <br />1 <br />1500.00 <br />0.00 <br />2.00 <br />2.00 <br />2939 <br />0.71 <br />Haul Time: 0.71 minutes <br />Return Route: <br />Seg # <br />Haul Distance (Ft) <br />Grade <br />(%) <br />Roll. Res (%) <br />Total Res (%) <br />Velocity (fpm) <br />Travel Time <br />(min) <br />1 <br />1500.00 <br />0.00 <br />2.00 <br />2.00 <br />2960 <br />0.64 <br />Return Time: <br />Total Scraper team cycle time: <br />Adjusted for job conditions: <br />Selected Number of Scrapers: <br />Adjusted single scraper team (unit) hourly production: <br />Adjusted multiple scraper team (fleet) hourly production: <br />Unadjusted unit production/hour: 1,179.66 LCY/Hour <br />Optimal Number of Scrapers per push dozer: <br />JOB TIME AND COST <br />Fleet size: 1 <br />Unit cost: $0.959 <br />0.64 minutes <br />2.95 <br />979.12 <br />2 <br />979.12 <br />979.12 <br />minutes <br />LCY/Hour <br />Scraper(s) <br />LCY/Hour <br />LCY/Hour <br />Team(s) Total job time: 8.41 Hours <br />/LCY Total job cost: $7,896 <br />CIRCES Cost Estimating Software <br />