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HOURLY PRODUCTION sheet 2 of 2 <br />C <br />Haulinct Capacity : <br />Scraper Payload (weight) Basis : <br />Material weight : 2,550 pounds/LCY <br />Material description <br />Earth - Dry packed <br />Rated payload : 75,000 pounds <br />Payload capacity: 29.41 LCY <br />Cycle Time : <br />Scraper Bowl (volume) Basis : <br />Struck volume : 24.00 LCY <br />Heaped volume : 34.00 LCY <br />Average volume : 29.00 LCY <br />Adjusted capacity : 29.00 LCY *** <br />hourly production reflects volume per scraper pair on push-pull models <br />Job Condition Corrections : Site altitude (ft.) : 5,300 <br />_ <br />Scraper Push dozer Source <br />minutes Altitude adj.: 1.000 NA (Cat HB) <br />minutes Job efficiency : 0.830 NA (Cat HB) <br />Net correction : 0.830 NA <br />Scraper loading time * : 1.00 <br />Maneuver and spread time : 0.60 <br />load time per scraper pair on push-pull models <br />• <br />Travel time : <br />Road condition description :Firm, smooth, rolling, dirt/lt. surfaced, watered, maintained <br />Haul Route : <br />Seg. # Haul distance (feet) Grade (%) Roll. res. (%) Total res. (%) I Velocity (fpm) Travel time (min.)** <br />1 500 3.00 3.00 6.00 1477 0.42 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Return route : <br />Haul time : 0.42 minutes <br />" travel time for each segment is adjusted for accelerationideceleration. Return time : 0.28 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) : 2.30 minutes <br />Unadjusted unit production/hour : 1,510.52 LCY/hour *** Adjusted for job conditions : 1,253.73 LCY/hour <br />Optimal number of scrapers per push dozer : NA Selected number of scrapers : 2 scraper(s) <br />Adjusted single scraper team (unit) hourly production : 1,253.73 LCY/hour <br />Adjusted multiple scraper team (fleet) hourly production : 3,761.20 LCY/hour <br />JOB TIME AND COST <br />• Fleet size : 3 Team(s) Total job time :_ <br />Unit cost : $0.500 /LCY Total job cost : <br /> <br />0.62 Hours <br />$1,166