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HOURLY PRODUCTION: <br />Scraper Cycle Time <br />Load <br /> <br />= 0.9 min. <br />Maneuver & spread = 0.7 min. <br />Travel time (haul & return): <br /> <br />Job Condition Correction Factors <br />Site altitude = 6220 ft. <br />Alt. adjustment .. 1 <br />Job efficiency ... 0.83 (lsh/d) <br />Net Correction 0.83 <br />Haul route <br />Road Length Grade Rolling Total Velocity Travel time <br />seg. # (ft) res.(%) res.(%) res.(%) (fpm) (min) <br />1 1500 3.00 3.00 6.00 1151 1.61 <br />Haul time = 1.61 min. <br />Return route """""`""""""" <br />1 1500 -3.00 3.00 0.00 2718 0.79 <br />*lst & last seg. adj. for accel./decel. Return time = 0.79 <br />Total Cycle Time = 4.00 min. <br />Machine"Payload <br />Machine"Volume <br />Struck capacity = <br />Material weight = 2300.00 lbs/LCY Heaped capacity = <br />Mat. description """"'"" ; <br />GENERAL FILL Average = <br />Rated payload = 38,400 lbs. Adjusted volume = <br />""""""" , <br />Payload volume = 16.70 LCY <br />Unadjusted production per scraper or push-pull pair <br />Adjusted production <br />Adjusted hourly fleet production <br />JOB COST: <br />Fleet size 1 Scraper(s) Total Job Time <br />Unit Cost $0.486 /LCY Total Job Cost <br />min. <br />N/A <br />16.00 <br />16.00 LCY <br />16.00 LCY <br />240.14 LCY/hr <br />199.32 LCY/hr <br />199.32 LCY/hr <br />324.40 Hours <br />$31,411 <br />