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Loader Worksheet Cont'd Task#02A Page 2 of 2 <br /> Haul Route: 100 0.00 8.00 8.00 0.0951 (Cat HB) <br /> Return Route: 100 0.00 8.00 8.00 0.0951 (Cat HB) <br /> Total Travel Time: 0.1902 minutes <br /> Total Cycle Time: 0.6552 minutes <br /> Load Bucket Capacity <br /> Rated Capacity: 1.50 LCY(heaped) <br /> Bucket Fill Factor: 0.975 Loose material-mixed moist aggregates(95-100%)0.975 <br /> Adjusted Capacity: 1.46 LCY <br /> Job Condition Correction Factors <br /> Site Altitude:5800 feet <br /> Source <br /> Altitude Adj: 1.00 CAT HB <br /> Job Efficiency: 0.83 (1 shift/day) <br /> Net Correction: 0.83 multiplier <br /> Unadjusted Hourly Unit Production: 133.93 LCY/Hour <br /> Adjusted Hourly Unit Production: 111.16 LCY/Hour <br /> Adjusted Hourly Fleet Production: 111.16 LCY/Hour <br /> JOB TIME AND COST <br /> Fleet size: 1 Loader(s) Total job time: 12.10 Hours <br /> Unit cost: $0.830 /LCY Total job cost: $1,116 <br /> CIRCES Cost Estimating Software <br />