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<br />HOURLY PgODUCTION cont'd Sheet 2 of 2 <br />----------------- <br />----------------- <br />Loader Cycle Tine cont'd <br />Rolling Resistance <br />Roadway underfooting rondition s: <br />Haul :Rutted dirt, little/no naint.,l -2' tine pers. <br />geturn:Rutted dirt, little/no nainl.,l-2' fire pen. <br /> Grade Rolling Total Travel <br /> Length Resist . Resist. Resist. line <br />Haul d return Tine: <br />---- <br />--- <br />-- Ift) <br />-- IS) (Z) (T) (nin.) <br />--- <br />---- <br />----- <br />Naul Route: -------- <br />50 -------- <br />0.00 ------------- <br />5.00 ---------- <br />5.00 ---------- <br />0.079 <br />(CHB }nx) <br />Return Route: 50 0.00 5.00 5.00 0.073 (CHB wzy) <br /> Total travel tine = 0.152 <br /> Tota] cycle tine = 0.612 ninutes <br />Loader Bucket Capacity <br />Bated Capacity= 2_25 LCY' Iheapedi <br />Bucket fill factor= 0.915 Loose nat.-noist Hired aggregatesi95 -100Y) <br />Adjusted capacity= 2.19 LCY' <br />Job Condition Correction Factors <br />Site altitude = i~,600 ft. <br />Altitude correction factor = 1.00 (CHB cdh) <br />JoD efficiency factor = 0.63 (lsh/day) <br />Net Correction = 0.~3 nultiplier <br />Unadjusted Hourly Unit Production 214.93 LCY/Hr <br />Adjusted Hourly Unit Production 175.39 LCYJHr <br />Adjusted Hourly Fleet Production 178.39 LCYJHr <br />JOB COST <br />Fleet sire = 1 Loader%s) Total job tine = 13.51 Hours <br />Unit cost : 20 .256 ;LCY Total job cost = 5624.34 <br />