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Truck/Loader Team Work cont'd Task # : 056 sheet 2 of 2 <br />;. <br />Loading Tool Cvcle Time : Number of loading tool passes required to fill truck : 5 passes <br />Excavators and front shovels -machine cycle time vs. job condition rating : NA <br />-selected value within basic rating : NA <br />Track loaders -material descr.: NA <br />-cycle time elements (min.) : Load <br />NA Maneuver: NA <br />Wheel and track loaders -unadjusted basic loader cycle time (load, maneuver, and duml <br />Dump : 0.100 <br />0.625 minutes <br />Cycle Time Factors Loading Condition Description Factor (min.) Source <br />Material : Material 3/4" to 6"diameter 0.000 (Cat HB) <br />Stockpile : Conveyor or dozer piled 10 ft. high or less 0.010 (Cat HB) <br />Truck ownership : Common ownership of trucks and loaders -0.040 (Cat HB) <br />Operation : Constant operation -0.040 (Cat Hi3) <br />Dump target : Nominal target 0.000 (Cat HB) <br /> Net cycle time adjustment : -0.070 <br /> Adjusted loader cycle time (total time per loader pass) : 0.555 <br /> Net load time per truck * : 2.320 <br />Truck Cycle Time : • bulk of 1st loader cycle completed during truck exchange if adj. loader cycle time < exchange time <br />Truck exchange time **: 0.70 minutes........ Adjusted for site altitude : 0.700 <br />Truck load time: 2.320 minutes........ Adjusted for site altitude : 2.320 <br />Truck maneuver and dump time: 1.10 minutes........ Adjusted for site altitude : 1.100 <br />•' set at 0 if exchange time < adj. loader cycle time (truck exchange completed during 1st loader cycle) <br />Truck travel (haul & return) time: Road condition :Rutted dirt, little maintenance, no water, 2" tine p. <br />Haul route <br />Road <br />segment# Haul distance Grade <br />res. (%) Rolling <br />res. (%) Total <br />resistance (%) Speed Travel time <br />(minutes) <br />1 1,750 8.00 3.00 11.00 750 2.363 <br />2 2, 800 11.00 3.00 14.00 552 5.055 <br />3 200 0.00 5.00 5.00 1741 0.293 <br /> <br /> <br /> <br /> <br /> <br />Return route <br />minutes <br />minutes <br />minutes <br />minutes <br />minutes <br />minutes <br />Haul time ** : 7.710 minutes <br />1 200 0.00 5.00 5.00 3405 0.352 <br />2 2,800 -11.00 3.00 -8.00 3512 0.060 <br />3 1,750 -8.00 3.00 -5.00 3512 0.062 <br /> <br /> <br /> <br /> <br /> <br />• travel time shown for each segment includes acceleration/deceleration adjustment Return time**: 0.474 minutes <br />'• total haul and return time shown includes altitude adjustment Total truck cycle time : 12.304 mirtUteS <br />Loading tool unit production : 754.35 LCY/hour...... Adjusted for job efficiency : 626.11 LCY/hour <br />Truck unit production : 185.15 LCY/hour...... Adjusted for job efficiency : 153.67 LCY/hour <br />Optimal no. trucks/loading tool : 4 trucks........... Selected no. trucks/loader : 4 trucks <br /> Adjusted hourly truck team production : 614.69 LCY/hr <br /> Adjusted hourly single truck/loader team production : 614.69 LCY/hr <br /> Adjusted hourly multiple truck/loader team production : 614.69 LCY/hr <br /> <br />.............. <br />JOB TIME AND COST :.:::............... <br />.................. <br />................... <br />.......................................................................................... <br />.......................................................................................... <br />.......................... <br />......................... <br />.............................. <br />.............................. <br />Fleet size : 1 Team(s) Total job time : 1.90 Hours <br />Unit cost : $2.565 /LCY Total job cost : $3,000 <br /> <br />