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<br />Materials consistency <br />description: <br />Compacted fill or embankment 0.9 <br /> <br />Average push <br />gradient: <br />0 % <br />Average site altitude: 7,500 feet <br /> <br />Material weight: 2,650 lbs/LCY <br /> <br />Weight description: Decomposed rock - 25% Rock, 75% Earth <br />Job Condition Correction Factor Source <br />Operator Skill: 0.750 (AVG.) <br />Material consistency: 0.900 (CAT HB)) <br />Dozing method: 1.200 (S-BY-S) <br />Visibility: 1.000 (AVG.) <br />Job efficiency: 0.830 (1 SHIFT/DAY) <br />Spoil pile: 0.800 (FND-RF) <br />Push gradient: 1.000 (CAT HB) <br />Altitude: 1.000 (CAT HB) <br />Material Weight: 0.868 (CAT HB) <br />Blade type: 1.000 (PAT) <br /> <br />Net correction: 0.4668 <br /> <br />Adjusted unit <br />production: 653.52 LCY/hr <br />Adjusted fleet <br />production: 653.52 LCY/hr <br /> <br />JOB TIME AND COST <br /> <br />Fleet size: 1 Dozer(s) <br />Unit cost: $0.285/LCY <br /> <br />Total job time: 12.95 Hours <br />Total job cost: $2,415 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />