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HOURLY PRODUCTION <br />Job Condition Corrections : <br />Site altitude (ft.) : <br />sheet 2 of 2 <br />Hauling Capacity: <br />Velocity (fpm) <br />Scraper <br />Push dozer <br />Scraper Payload (weight) Basis: <br />minutes <br />Scraper Bowl (volume) Basis: <br />1.000 <br />NA <br />Material weight: 2,075 <br />pounds /LCY <br />Struck volume : <br />24.00 <br />LCY <br />Material description : <br />Heaped volume: <br />34.00 <br />LCY <br />USER - PROVIDED WEIGHT DATA <br />Average volume: <br />29.00 <br />LCY <br />Rated payload: 7 5,000 <br />pounds <br />Adjusted capacity : <br />29.00 <br />LCY *'* <br />Payload capacity : 36.14 <br />LCY <br />"' hourly production reflects volume per scraper pair on push -pull models <br />Cycle Time: <br />Scraper loading time' : 1.00 <br />Maneuver and spread time : a60 <br />load time per scraper pair on push -pull models <br />Travel time: <br />Road condition description : Firm, smooth, rolling, dirt/It. surfaced, watered, maintained <br />Haul Route: <br />Seg. # <br />Job Condition Corrections : <br />Site altitude (ft.) : <br />6,725 <br />Total res. ( %) <br />Velocity (fpm) <br />Scraper <br />Push dozer <br />Source <br />minutes <br />Altitude adj.: <br />1.000 <br />NA <br />(Cat HB) <br />minutes <br />Job efficiency : <br />0.830 <br />NA <br />(Cat HB) <br />Net correction : <br />0.830 <br />NA <br />Travel time: <br />Road condition description : Firm, smooth, rolling, dirt/It. surfaced, watered, maintained <br />Haul Route: <br />Seg. # <br />Haul distance (feet) <br />Grade ( %) <br />Roll. res. ( %) <br />Total res. ( %) <br />Velocity (fpm) <br />Travel time (min.)" <br />1 <br />Z210 <br />-2.90 <br />3.00 <br />0.10 <br />2965 <br />0.92 <br />Haul time: 0.92 minutes <br />Return route <br />minutes <br />*' travel time for each segment is adjusted for acceleration /deceleration. Return time: 1.03 <br />table velocities are max. attainable per total resistance shown, not average <br />