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EARTHWORK ESTIMATING —TRUCK/LOADER TEAMS <br /> r � <br /> i •' 1 <br /> TASK--DESCRIPTION: <br /> HOURLY EQUIPMENT COST: <br /> { Truck make and model <br /> Loader make and model y' 6 <br /> adjusted Operator Cost Per Hour <br /> hours days base base shift total <br /> ertime shift per per rental operating wage r adjustment premiumcost%hr <br /> no. day week rate/hr. cost/ <br /> / <br /> a3. i <br /> 1 s — <br /> 2 <br /> 3 tots truc cost r.. = <br /> total_ loader cost/hr. = $ iyo. �G <br /> c /hr. divided by / shifts/day = $ 97 ems_ average truck cost/hr. <br /> Zy— /hr. divided by shifts/day = S 1�o- pG average loader cost/hr. <br /> MATERIAL QUANTITIES: <br /> Bank volume = BCY x <br /> swell factor v LCY <br /> Verification methods used <br /> HOURLY PRODUCTION: ft. altitude = 800 fit• <br /> Haul distance = oc-o ft. , return distance = Y��_ +or- = o <br /> Total resistance au a rolling res. p us $ grade res. <br /> Total resistance (return) :—T rolling res. plus t grade res. (+or-)= �_� <br /> Note: for grade resistance, (+) = unfavorable, favorable (downhill ) <br /> Truck capacity = i2 LCY (nominal heaped) <br /> et f <br /> LCY (nominal heaped) x ,9' buck factor from <br /> Loader capacity = :7 = LCY/bucket <br /> load (adj. cap'y) <br /> us <br /> fill factor a jtment table in Section VII = <br /> No. of loader passes required to fill truck = J (round to nearest whole no. ) <br /> Adjust truck capacity = 42- LCY a_ min. <br /> Loader cycle time: basic cycle ( load, maneuver and dump) _ <br /> 1st pass = 0.1 min (bulk of 1st pass completed wring truck exchange time) <br /> 2nd ---------- o-.a�'� mi n <br /> 3rd ---------- �•s� min Loader cycle corrections: <br /> 4th ---------- <br /> min <br /> 5th ---------- min <br /> 6th ---------- min <br /> min total load time <br /> .7 min. <br /> Truck cycle time: Exchange time ---------- z <br /> Load ------------------- <br /> Haul ------------------- <br /> Maneuver at dump ------- •-7 <br /> Dump ------------------- <br /> Return ----------------- i G <br /> 30 <br />