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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 Minerals And Geology <br />Task#: 004 State :Colorado Pertnitfob#:C-81-020 <br />Date: OW25/2002 County :GaTe/d Abbreviation :none <br />User: JRS Site :Munger Canyon Mine Filename :C020.004 <br />Permit or otherjob action :Permit Renewal 04 <br />Task description :Grade Drainages on Lower Road and Haul Road to Mine <br />HOURLY EQUIPMENT COST ~ Shift basis : l per day <br />,Equipment Descdption <br />Truck/loader team -Truck ~~Genedc 8-f0 cy, 6x4 <br />-Loader Cat 3308 L <br />Support equipment -Load area A <br />-Dump area A <br />Road maintenance -Motor g2der A <br />-Water truck A <br />• <br />Cost Breakdown : ruck/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 excavate NA NA NA NA <br />Utilization-machine : 100 100 NA NA NA NA <br />-Ripper attachment . NA NA NA NA NA NA <br />Ownership cosUhour. $12.57 $41.55 NA NA NA NA <br />Operating cosUhour • $18.71 $44.44 NA NA NA NA <br />Ripper op. costlhour. NA NA - NA NA NA NA <br />Operator cosVhour: $23.61 $28.18 NA NA NA NA <br />Unit subtotals . $54.89 $114. i7 NA NA NA ~ NA <br />Number of units : 4 1 0 0 0 0 <br />Group subtotals : Work : $333.72 Support : $0.00 Maintenance : $0.00 <br />Total work team wsOhour : $333.72 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 133 BCY factor: 1.330 volume : 177 LCY <br />Descr. <br />Material weight : 2,900 pounds/LCY Struck volume : 8.00 LCY <br />imposed rock - 50% rock, 50% earth Heaped volume : 10.00 LCY <br />Rated payload : 22,000 pounds Average volume : 9.00 LCY <br />Payload capacity : 7.59 LCY Adjusted capacity : 7.59 LCY <br />Final adjusted truck capacity based on specific n umber of loader passes : 7.88 LCY <br />Loadlna Tool Caoacitv <br />. Rated capacity (nom. heaped) : 2.250 LCY <br />Descr.:Loose matedal • 1-and aver (85 - 90% <br />Bucket fill factor : 0.875 <br />Adjusted bucket rapacity : 1.969 LCY <br />Table 3.9-6 <br /> Truck <br />Altitude adj.. 1.000 <br />Job efficiency : 0.830 <br />Net wmection ~ 0.830 <br /> <br />_7. <br />Site attitude (ft.) <br />Loader <br />1.000 <br />0.830 <br />08/03 <br />