Laserfiche WebLink
HOURLY PRODUCTION <br />Hauling Caeacity <br />Scraper Payload (weight) Basis : <br />sheet 2 of 2 <br />Material weight : 2,900 poundsfLCY <br />Material description : ~~ <br />Uecompasad rock - 50t Rock, 50% Earth <br />Rated payload : 48.000 pounds <br />Payload capacity :~P ~1fi.55 LCY <br />3crapor Bowl (volume) Basis <br />Struck volume : 15.70 LCY <br />~ <br />Heaped volume : 21.00 LGY <br />Average volume : 18:35 LCY <br />Adjusted capdcty : 96.55 LCY *"` <br />hourly production reflects volume per scraper pair on push-pull models <br />Cycle Time : Job Condition Corrections : Site aftitade.(ft.) : 5,450 <br /> Scraper ~ Pusb dozer j Source <br /> <br />Scraper loading time * : 0.90 minutes <br />Altitude adj.: 1.OOO <br />!WA ~~ _ <br />(cat x81. V <br />Maneuver and spread time : _0._60 minutes Job efticiency~ j 0.830 I NA {Cal HB} <br />`Toad time per scraper pair on push-pull models 3 Net COrreCflOn : 0.830 ? NA <br />Travel time <br />Road condition description :Firm, smooth, .rolling, drrG?t, surfaced, watered, maintained _ _ <br />Haul Rqute <br />Seg..# ~ Haul distance (fast) j Grade (%) ~ Roll. res. (%) j Total. ros, (°10) ~ Velocity (fpm) ~ Travel time ~ <br />1 ~ 1,:000 5.00 3:00 ~ fi.00 ~ 1381 0.T9 <br />__~ ... <br />Haul time : 0.T9 minutes <br />Retum :route <br />" travel time for each. segment Is atljusted for accelerationltleceleration. Return time : t3.47 mlrtuteS <br />table velocities are max. attainable per total resistance shown, net average <br />Total scraper.team cycle time (load + haul + maneuver and'spread + return) : 2.7U minutes <br />Unadjusted .unit productionlhour : T34.44 LCY/hour *'* Adjusted for jbb conditions : 609:59 LCYihour <br />Optimal number of scrapers per push dozer : NA Selected number of scrapers : 2 <br />~ _ scraper(s) <br />~ <br />Adjusted single scraper team (unit) hotarly production : 509.59 LCYlhour <br />Adjusted multiple scraper team (fleet) hourlyprotluction : 609.59 LCY/hour <br />JOB TIME AND COST <br />Fleet size : 1 Team(s) Total job time : 95,3$ Hours <br />Unit cost ; $t1.T41 /LCY Total job cost: $6, 915 <br />