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HOURLY PRODUCTION <br />• Hauling Capacity <br />Scraper Payload (weight) Basis <br />• <br />Material weight : 2,075 poundslLGY <br />Material description <br />USER-PROVIDED WEIGHT DATA <br />Rated payload : 75,000 pounds <br />Payload capacity : 36.19 LCY <br />Cvcle Time <br />sheet 2 of 2 <br />r7so <br />Scraper Bowl (volume) Basis <br />StruGc volume : 21.00 LCY <br />Heaped volume : 31.00 LCY <br />Average volume : 26.00 LCY <br />Adjusted ppacity ; 26.00 LCY °" <br />:non reflects voWme Per saaperpair onpush-pun malels <br /> <br /> Scraper Push dozer Source <br />Altitude adj. 1.000 NA (Cat HB) <br />Job efficiency : 0.830 NA (Cat H8) <br />Net wrredion : 0.830 NA <br />Travel time <br />Road condition description :Rutted dirt little maintenance, no water, 2" tire penetration <br />Haul Route <br />Scraper loading time * : 1. DO minutes <br />Maneuver and spread time : 0.60 minutes <br />`batl time per saaper pair on pusttpull motlels <br />Seg. # ~ Haul distance (feet) ,Grade (%) Roli. res. (°h) Total res. (°~) ~ Velocity (fpmj Travel time (min.)" <br />1 2,600 11.50 5.00 16.50 542 4.80 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Haul time : 4.80 minutes <br />Return route <br />'* travel nme ror each segment is adjusted for acceleranoNtlecekvation. Return time : 0.92 minutes <br />table velocities are max. attainable per tots! resistance strorm, not average _~ <br />Total Scraper team cycle time (load + haul + maneuver and spread + return) : 7.32 minutes <br />Unadjusted unit productionRtour : 426.06 LCY/hour "' Adjusted for job conditions : 353.63 LCY1lrour <br />Optimal number of scrapers per push dozer : NA Selected number of scrapers : 2 scxaper(s} <br />Adjusted single scraper team (und) hourly production : 353.63 LCYthour <br />Adjusted multiple scraper team (fleet} hourly production ; 707.25 LCY/hour <br />• JOB TIME AND COST <br />Fleet size : 2 Team(s) Total job time : 66.61 Hours <br />Unit cost : $f.953 /LCY Total job cost : $91,983 . <br />/3 -/- 82 <br />