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sheet 1 of 2 <br />Permit or other job action :Partial Phase 1 Bond Release SL-03 <br />Task description :Haul Stevens Gulch Topsoil to OVM <br />HOURLY EQUIPMENT COST :::::...........................................................................:::::::Shift basis.:.:::::::::.1 per day::::::............................ <br />Description <br />Truck/loader team -Truck <br />-Loader: <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />773D (2002) <br />T 990 Series 11 <br />! D10R - 10SU <br />! D10R - 10SU <br />T 14H <br />Tanker, 5, 000 Gal. <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 dozer dozer grader misctruk <br />Utilization-machine : 100 76 100 100 50 50 <br />-Ripper attachment : NA NA 0 0 0 NA <br />Ownership cost/hour : $52.49 $105.80 $84.86 $84.86 $39.60 $21.89 <br />Operating cosUhour : $88.21 $88.36 $138.49 $138.49 $24.26 $17.36 <br />Ripper op. cosUhour : NA NA $0.00 $0.00 $0.00 $0.00 <br />Operator cost/hour : $21.72 $32.96 $32.78 $32.78 $24.47 $33.94 <br />Unit subtotals : $162.42 $227.13 $256.13 $256.13 $88.32 $73.19 <br />Number of units : 5 1 1 1 1 1 <br />Group subtotals : Work : $1,039.21 Support : $512.26 Maintenance : $161.52 <br />Total work team cost/hour : $1,712.99 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 3,388 CCY factor : 1.115 volume : 3,778 LCY <br />Material weight : 2,100 pounds/LCY Struck volume <br />Descr.: Earth -Loam Heaped volume <br />Rated payload <br />Payload capacity <br />108,060 pounds Average volume <br />51.46 LCY Adjusted volume*: <br />Final truck volume based on number of loader passes <br />'truck volume adjusted to not exceed rated payload or heaped volume <br />Loadins~ Tool Caaacity : Job Condition Correctiol <br />Rated capacity (nom. heaped) : 11.250 LCY Truck <br />Descr.: Loose material - 1/8" to 3/8" (90 - 95%) Altitude adj.: 1.000 <br />Bucket fill factor : 0.925 Job efficiency : 0.830 <br />Adjusted bucket capacity : 10.406 LCY Net correction : 0.830 <br />33.80 LCY <br />45.90 LCY <br />39.85 LCY <br />45.90 LCY <br />41.62 LCY <br />Site altitude (ft.) : 7,100 <br />Loader Source <br />1.000 (Cat HB <br />0.830 (1 shift/da <br />0.830 <br />