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Scraper Worksheet Cont'd Task # 020 Page 2 of 2 <br />Cycle Time: <br />Scraper Loading Time: <br />Maneuver and Spread Time: <br />Job Condition Correction: <br />0.70 Minutes <br />0.60 Minutes <br />Site Altitude: 5600 feet <br />Net Correction: 0.830 NA <br />Travel Time: <br />Road Condition: Rutted dirt, little maintenance, no water, 2" tire penetration 5.0 <br />Haul Route: <br />Seg # <br />Scraper <br />Push Dozer <br />Source <br />Altitude Ad': <br />1.000 <br />NA <br />CAT HB <br />Job Efficiency: <br />0.830 <br />NA <br />CAT HB <br />Site Altitude: 5600 feet <br />Net Correction: 0.830 NA <br />Travel Time: <br />Road Condition: Rutted dirt, little maintenance, no water, 2" tire penetration 5.0 <br />Haul Route: <br />Seg # <br />Haul Distance (Ft) <br />Grade <br />Roll. Res <br />Total Res <br />Velocity (fpm) <br />Travel Time <br />(min) <br />1 <br />300.00 <br />0.00 <br />5.00 <br />5.00 <br />2218 <br />0.28 <br />Haul Time: 0.28 minutes <br />Return Route: <br />Seg # <br />Haul Distance (Ft) <br />Grade <br />Roll. Res <br />Total Res <br />Velocity (fpm) <br />Travel Time <br />(min) <br />1 <br />300.00 <br />0.00 <br />5.00 <br />5.00 <br />2814 <br />0.24 <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: 621.43 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: $0.529 /LCY Total job cost: <br />0.24 <br />minutes <br />1.82 <br />minutes <br />515.79 <br />LCY /Hour <br />1 <br />Scraper(s) <br />515.79 <br />LCY/Hour <br />515.79 <br />LCY /Hour <br />2.33 Hours <br />$635.93 <br />CIRCES Cost Estimating Software <br />