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0.750 <br />(AVG.) <br />0.900 <br />(CAT HB)) <br />1.000 <br />(GEN.) <br />1.000 <br />(AVG.) <br />0.830 <br />(1 SHIFT /DAY) <br />0.800 <br />(SSD -AC) <br />1.115 <br />(CAT HB) <br />1.000 <br />(CAT HB) <br />0.868 <br />(CAT HB) <br />1.000 <br />(PAT) <br />Average push distance: <br />Unadjusted hourly <br />production: <br />-5 % <br />7,025 feet <br />Average push gradient: <br />Average site altitude: <br />100 feet <br />852.6 LCY /hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Material weight: 2,650 lbs /LCY <br />Weight description: Decomposed rock - 25% Rock, 75% Earth <br />Job Condition Correction Factor <br />Operator Skill: <br />Material consistency: <br />Dozing method: <br />Visibility: <br />Job efficiency: <br />Spoil pile: <br />Push gradient: <br />Altitude: <br />Material Weight: <br />Blade type: <br />Net correction: 0.4338 <br />Adjusted unit production: 369.86 LCY /hr <br />Adjusted fleet production: 369.86 LCY /hr <br />JOB TIME AND COST <br />Fleet size: <br />Unit cost: <br />Total job tine: <br />Total job cost: <br />1 Dozer(s) <br />$0.576/LCY <br />18.25 Hours <br />$3,888.60 <br />Source <br />