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CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br /> Agency or organization name : DMG <br />Task # : 004 State :Colorado PermiVjob # : M-1999-11 T <br />Date : 0.~19l2000 County : Saguache Ab6revialion :none <br />User : RCO Site :Colorado Gravel Products Pil Filename : Mi 11-004 <br />Permit or other job action :New application -final reclamation <br />Task description ~ Load and haul broken debris to pit (or burial <br />HOURLY EQUIPMENT COST <br />ShIR basis : 1 per day <br />TrucWloader team -Truck : Genedc 8-f0 cy, 6x4 <br />-Loader : CAT 936E Std. Lr'N (1995) <br />Support egwpment -Load area : NA <br />-Dump area :NA <br />Road maintenance -Motor grader <br />-Water truck <br />Cost Breakdown : TrucWLoader 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 : lruck2 loader NA NA NA NA <br />°b Utilization-machine : 95 100 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cosVhaur: $12.00 $11.99 NA NA NA NA <br />Operating cosVhoun $75,39 $16.03 NA NA NA NA <br />Ripper op. cosVhour: NA NA NA NA NA NA <br />Operator cosVhour : $22.18 823.12 NA NA NA NA <br />Unit subtotals : $49.57 $51.13 NA NA NA NA <br />Number of units : 2 1 0 0 0 0 <br />Group subtotals : Work : 8150.28 Suppod : 80.00 Maintenance : 80.00 <br />Total work team cosVhour : $150.28 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 500 LCY factor : NA volume : 500 LCY <br />Source of quantity take-off :Permit application (see demo sheet) <br />Source of estimated swell factor : NA <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Capacity <br />Truck Payload (weight: <br />Truck Bed (volume) Basis <br />Material weight: 3,300 pounds/LCY Struck volume: 8.00 LCY <br />Descr.: Decomposed rock - 75% rock, 25% earth Heaped volume : 10.00 LCY <br />Ratetl payload : 22,000 pounds Average volume : 9.00 LCY <br />Payload capacity : 6.67 LCY Adjusted capacity : 6.67 LCY <br />Final adjusted truck capacity based on specfic number of loader passes : 7.43 LCY <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 7.690 <br />Rated capacity (nom. heaped) : 2.750 LCY Truck Loader Source <br />Descr.: Blasted rock - pocdy blasted (60 - 75%) Altitude adj.: 0.970 ~ 0.980 (Cat HB <br />Bucke[ fill factor : D.675 Job efficiency : 0.830 0.830 (1 shiR/da. <br />Adjusted bucket capacity : 1.858 LCY Nel correction : O.B06 0.81] <br />sheet 1 of 2 <br />