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HOURLY PRODUCTION sheet 2 of 2 <br />Hauling Capacity: <br />Scraper Payload (weight) Basis : ' Scraper Bowl (volume) Basis : <br />Material weight : 2,100 pounds/LCY Struck volume : 24.00 LCY <br />Material description: <br />Heaped volume : <br />34.00 y <br />LCY <br />Earth -Loam Average volume : 29.00 LCY <br />Rated payload : 75,000 pounds Adjusted capacity: 29.00 LCY <br />Payload capacity : _ <br />3571 LCY °• hourty production reRects volume per scraper pair on push-pull models <br />cycle Time <br />Scraper loading time * : 1.00 minutes <br />Maneuver and spread time --0.60 minutes <br />load time per scraper pair on push-pull models <br />Travel time : <br />Road condition description : Firm, smooth, rotting, <br />Haul Route : <br />Job Condition Corrections : Site altitude ft): 8,000 <br />Scraper Push dozer Source <br />Attitude adj.: 0.980 NA (Cat HS) <br />Job efficiency:! '-----?- 0.830 NA _...__.____.._.._.'._ (Cat HB)-- <br />.... <br />Net correction 0.813 NA <br />dirW. surfaced, watered, maintained <br />Seg. # Haul distance (feet) Grade (%) Roll_ res. (%) Total res. {%) Velocity (fpm) Travel time (min,)** <br />1 1,800 7.50 3.00 10.50 786 2.31 <br />Haul time : 2.31 minutes <br />travel time for each segment is adjusted for acceleration/deceleration. Return time : 0.66 minutes <br />table velocities are max, attainable per total resistance shown, not average <br />Total scraper team cycle time (load + haul + maneuver and spread + return) : 4.57 minutes <br /> <br />Unadjusted unit production/hour : 761.95 LCYihour **` Adjusted for job conditions : -- .......... ......._.. <br />619.77 __. _ <br />LCYlhour <br />Optimal number of scrapers per push dozer : NA Selected number of scrapers . 2 scraper(s) <br />Adjusted single scraper team (unit) hourly production : 619.77 LCY/hour <br />Adjusted multiple scraper team (fleet) hourly production : 1,239.54 LCY/hour <br />Return route :