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Permit or other job action : RN-03 <br />Task description: Haul topsoil (mainly for fill) fl topsoil pile #2 to North Pit <br />.. ......... __­­ ............. .................. <br />.................................................... .. ..... ........ ....................... ...... 1 <br />.............. I ...................................... ...... <br />. ........... . ..... . ............................ <br />................ .................... <br />............... . <br />.. .......... <br />.. ..... .. ....... .............. 4:1111 ................................................ ........ ..................... <br />HOURLY EQUIPMENT COST <br />Model: Cat 657E w1push-pull <br />Shift basis : I per day <br />Cost Breakdown: <br />LCY <br />Job utilization % <br />Horsepower 1045 <br />Ownership cost/hour: <br />$132.14 <br />NA <br />Weight (UST) 80.07 <br />Operating cost/hour: <br />$205.26 <br />100 <br />Cost data source :_(CRG) <br />Operator cost/hour: <br />$24.95 <br />NA <br />minut <br />Total unit cost/hour: <br />....... ............. <br />-XXXXXXXXXXXXX: <br />$362.35 <br />.............. <br />........ <br />........................... <br />Total fleet cost/hour: <br />. ............................... <br />.... ..... ...... <br />.. <br />$724.71 ............................ <br />. ......... ......... ............ . . . . . . . . . . <br />. . .......... <br />............................ :: ...... <br />......................................... <br />MATERIAL QUANTITIES <br />1 3,023 <br />.... .. ..................... <br />........... <br />......... <br />........... <br />Initial <br />Swell <br />Loose <br />volume: 38,000 BCY <br />factor <br />1.429 volume: <br />54,286 LCY <br />Source of quantity take-off : Cost estimate in TR-12 <br />Source of estimated swell factor: DRMS estimate <br />............... .......................................... .................... <br />...................................... ............. ............... <br />................................ ............ . .......... <br />.: .... ... ......... .: X ..... <br />................................. <br />........................... ........ <br />............. ........ <br />HOURLY PRODUCTION <br />Hauling Capacity: <br />Basis : <br />Bowl (volume) Basis: <br />Material weight: 1,600 pounds/LCY Struck volume <br />Material description Heaped volume <br />Top Soil Average volume <br />Rated payload : 104,000 pounds <br />Payload capacity: 65.00 LCY <br />Cycle Time (load + haul + spread + return) : <br />Travel time: <br />Adjusted capacity <br />Loading time <br />Maneuver and spreading time <br />loading time per pair on push-pull models <br />32.00 <br />LCY <br />44.00 <br />LCY <br />38.00 <br />LCY <br />38.00 <br />LCY <br />1.10 <br />minutes <br />0.60 <br />minutes <br />Route <br />Distance (feet) <br />Grade (%) <br />Roll. res.(%) <br />Total res.(%) <br />I Velocity (fpm) <br />Travel time (min.) <br />I <br />Haul <br />2,200 <br />2.7 <br />5.0 <br />7.7 <br />1 1,426 <br />1.64 <br />minut <br />Return <br />2,200 <br />-2.7 <br />5.0 <br />2.3 <br />1 3,023 <br />1 0.73 <br />Iminutes <br />— travel time adjusted for acceleration and deceleration at load and dump points <br />velocities are max. attainable per total resistance shown, not average <br />Job Condition Correction Factors : <br />Site altitude (feet) : 7,000 <br />Altitude adjustment factor: 1.00 (Cat HB) <br />Job efficiency factor: 0.83 (1 shift/day) <br />Net job correction factor <br />JOB TIME AND COST <br />Fleet size <br />Unit cost <br />0.83 <br />2 Scraper(s) <br />$0.780 /LCY <br />Total cycle time <br />4.07 <br />minutes <br />Adjusted Hourly Production <br />Unadjusted unit production <br />1,119.99 <br />LCY/Hour*** <br />Adjusted unit production <br />929.59 <br />LCY/Hour <br />Adjusted fleet production <br />929.59 <br />LCY/Hour <br />2 times volume on push-pull models <br />........ ... <br />. ..................... <br />...................... <br />........................... <br />. ................ <br />. <br />............................... <br />............................ <br />Total job time <br />58.40 <br />Hours <br />Total job cost: $42,321 <br />