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<br />HOURLY PRODUCTIOD:: <br />Scraper Cycle Time <br />Load = 0.9 <br />Maneuver d spre;,d = 0.7 <br />Travel time (haul. d returnl: <br />Il:aul route <br /> <br />Job Condition Correction Factors <br />' Site altitude = 8000 ft. <br />min. "_""",_","" <br />V t. adjustment .. 0.9d <br />min. Jo}, cfficienc>' ... 0.83 (lsh/d1 <br />\et. Corr~.-:ction (1.7802 <br />Road Length Grade Rolling Total Velocity Travel r,ime* <br />seg. (ft.1 res.(%) res.(%) res.(%) (fpm) (mir:) <br />1 300 -10.00 5.00 -5.00 1963 0.34 <br />Ilau]. time = U.3~! min. <br />Return route "" """" <br />1 300 10.00 S.OC 15.00 .39 G.-?7 <br />*lst. & last seg. adj. fcr accel./decel. Return time = 0.47 min. <br />Total Cycle Time = 2.42 min. <br />" `"`"' ~ Machine 1%olume <br />Machine Payload """""""'"` <br />""""""" """""`" Struck capacit;: _ '~d/.-\ <br />Material weight = 1600.00 lbs/LC]' Heaped capacit}• = 22.00 <br />Mat. descri " " "° ----------- <br />ption , <br />Top Soil average = 22.00 LC]' <br />Rated payload = 50,000 ].bs. .adjusted volume = 22.C0 LC]` <br />Pa}load Volume = 31.25 LCY <br />Unadjusted production per scraper or gush-pu11 pair <br />Adjusted production. <br />Adjusted hourl}~ fleet production <br />JOB COST: <br />Flect_ sire 1 Scraper(s) Total Job Time <br />l'ni*. Cost . " SOi'L87 !LCY Total Job Cost <br />426.38 LC]"/hr <br />126.33 LC]/hr <br />18.92 Hour=. <br />^ " L`~"317 <br />