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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : Colorado Division Of Reclamation Mining And Safety <br />Task #: 006 State : Colorado Permit/job #: M-2000-030 <br />Date <br />User <br />12/27/2007 <br />KAP <br />County : La Plata <br />Site :Agri-Did Gravel Pit <br />Abbreviation :none <br />Filename : M030-006 <br />Permit or other job action :Amendment <br />Task description : Load and Carry Topsoil from Stockpile to Pit Floor <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Support equipment -Load area : NA <br />. -Dump area : NA <br />Equipment Description <br />Truck/loader team -Truck : Generic 8-10 cy, 6x4 <br />-Loader : CAT 938G high lift (2003) <br />Road maintenance -Motor grader <br />-Water truck <br />Cost Breakdown : Truck/Loader Work Team <br />Truck Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : truck2 loader NA NA NA NA <br />% Utilization-machine : 89 100 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cost/hour : $9.32 $16.13 NA NA NA NA <br />Operating cost/hour : $31.34 $2621 NA NA NA NA <br />Ripper op. cost/hour : NA NA NA NA NA NA <br />Operator cost/hour : $21.72 $32.78 NA NA NA NA <br />Unit subtotals : $62.38 $75.11 NA NA NA NA <br />Number of units : 2 1 0 0 0 0 <br />Group subtotals : Work : $199.87 Support : $0.00 Maintenance : $0.00 <br />Total work team cost/hour : $199.87 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 17,600 CCY factor : 1.125 volume : 19,800 LCY <br />Source of quantity take-off : Reclamation Plan <br />Source of estimated swell factor : Earth-Dry Pack <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 2,550 pounds/LCY Struck volume : 8.00 <br />Descr.: Earth - Dry packed Heaped volume : 10.00 <br />Rated payload : 27,280 pounds Average volume : 9.00 <br />Payload capacity : 10.70 LCY Adjusted volume': 10.00 <br />Final truck volume based on number of loader passes : 9.50 <br />LCY <br />LCY <br />LCY <br />LCY <br />LCY <br /> 'truck volume adjusted to not exce ed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) <br />Rated capacity (nom. heaped) : 3.250 LCY Truck Loader <br />Descr.:Loose material - mixed moist aggregates (95-100 Altitude adj.: 1.000 1.000 <br />Bucket fill factor : 0.975 Job efficiency : 0.830 0.830 <br />Adjusted bucket capacity : 3.169 LCY Net correction : 0.830 0.830 <br />6,600 <br />Source <br />(Cat HB) <br />shift/day)