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Permit or other job action : Permit Renewal RN-05 <br />Task description : Haul offsite excavated embankment borrow material f/Syl. G. Rd. extension <br />............................ <br />HO ....................................................................................... <br />URLY E .. <br />UIPME <br />Q NT COST ?.? <br />Model : Generic 10-12 cy, 6x4 Shift basis : 1 per day <br />Cost Breakdown : Job utilization % Horsepower : 255 <br />OwnershipcosUhour: $16.84 NA <br />Operating cost/hour : $25.86 100 Weight (UST): 7.30 <br />Operator costthour <br /> <br />$21.75 NA <br />Cost data source : (CRG) <br />Total unit cost/hour : $64.45 Total fleet cost/hour : $64.45 <br />MATERIAL.................................................................................................... <br />QUANTI <br />TIES <br />Initial Swell Loose <br />volume : 8,834 LCY factor NA <br />: volume <br />8,834 LCY <br />Source of quantity take-off : Assume 25% of total 31,331 borrow material (Vol. 15), swelled 16.5% <br />Source of estimated swell factor : NA <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY:P <br />ROD <br />ION <br />Hauling Capacity <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 2,900 pounds/LCY <br />Material description : <br />Decomposed rock - 50% Rock, 50% Earth <br />Rated payload : 35,400 pounds <br />Payload capacity : 12.21 LCY <br />Truck Cycle Time : <br />2.00 mile haul trip at : 15.0 mph (avg.) _ <br />2.00 mile return trip at : 15.0 mph (avg.) _ <br />Job Condition Correction Factors : <br /> <br />Struck volume : 10.00 LCY <br />Heaped volume : 12.00 LCY <br />Average volume : 11.00 LCY <br />Adjusted volume : 11.00 LCY <br /> <br />Exchange time (min.) <br />: 0.50 Source <br />(Cat HB) <br />Load time (min.) : 2.02 (Cat HB) <br />Haul time (min.) : 8.00 (mi./mph)x60 <br />Dump time (min.) : 0.90 (Cat HB) <br />Return time (min.) : 8.00 (mi./mph)x60 <br />Total cycle time : 19.43 minutes <br />Average site altitude : 6,900 feet Adiusted Hourly Truck Production <br />Altitude adjustment factor : 1.00 (Cat HB) <br />Job efficiency factor : 0.83 (1 shift/day) Unadjusted unit production : 33.98 LCY/Hour <br /> Adjusted unit production : 28.20 LCY/Hour <br />Net job correction : 0.83 Adjusted fleet production : 28.20 LCY/Hour <br />;;:; :.............................. <br />: .................. .......................... ........................ .......................... .......... ................. <br />JOB COST <br />Fleet size <br />: 1 <br />Truck(s) <br />Total job time : ..... <br />313.25 ........................... <br />Hours <br />Unit cost : $2.285 /LCY Total job cost : $20,190 <br /> <br />