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<br />HOURLY PRODUCTION cont'd Sheet 2 of 2 <br />----------------- <br />----------------- <br />Loader Cycle Time cont'd <br />Aollina Resistance <br />Roadway underfooting conditions: <br />Haul :Dirt or lt. surfaced- firm, rolling, maint'd <br />Return:Dirt or lt. surfaced- fin, rolling, eaint'd <br /> Grade Rolling Total travel <br /> Length Resist. Resist. Resist. Time <br />Haul 8 return Time: <br />----------- <br />------ (ft) <br />------- (T) (Z) <br />----- <br />----- <br />-- (i) <br />-- (ain.l <br />- <br />- <br />- <br />Haul Route: - <br />-- <br />30 --- <br />---- <br />--- <br />0.00 3.00 -- <br />----- <br />3.00 ------- <br />- <br />0.053 (CHB Imx) <br />Return Route: 30 0.00 3.00 3.00 0.051 ICHB wxy) <br /> Total travel time = 0.104 <br /> Total cycle time = 0.534 minutes <br />Loader Bucket Capacity <br />Rated Capatity= 2.25 LCY (heaped) <br />Eucket fill factor= 0.675 Loose mat.-1/2' to 3/4' dianeter (85 - 905) <br />Adjusted capacity= 1.97 LCY <br />Job Condition Correction Factors <br />Site altitude = 6,800 ft. <br />Altitude correction factor = 1.OD (CH8 rdhl <br />Job efficiency factor = 0.63 (Ish/day) <br />Net Correction = 0.83 multiplier <br />Unadjusted Hourly Unit Production 221.34 LCY/Hr <br />Adjusted Hourly Unit Production 183.11 LCY/Hr <br />Adjusted Hourly Fleet Production 183.71 LCY/Hr <br />Ju8 COS1 <br />Fleet size = 1 Loaderls) Total job time = 1.27 Hours <br />Unit cost = 50 .251 (LCY Total job cost = 558.42 <br />