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<br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br /> Agency or organization name : CO DMG <br />Task # : 001 State :Colorado PermiVjob # : M1976-056 <br />Date : 1787/2000 County :Logan Abbreviation :none <br />User : GRS Site : Rr"verside Pr7 Filename : M058-001 <br />Permit or other job action :AM o01 <br />Task description : Backfill Lake Robert Slopes <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />sheet 1 of 2 <br />Equipment Description <br />TrucWloader team -Truck :Generic 8-10 cy. 6x4 <br />-Loader :CAT 950E S.2 High Lilt (1998) <br />Support equipment -Load area : NA <br />-Dump area : NA <br />Road maintenance -Motor grader : NA <br />-Water truck : NA <br />Cost Breakdown : TrucWLOader Work Team Support Equipment Road Maintenance Equipment <br /> Truck Loading Tool Load Area Dump Area Motor Grader Water Truck <br />Import data filename : [ruck2 loader NA NA NA NA <br />%Utilization-machine: 93 100 NA NA NA NA <br />-Ripper attachment: NA - NA ~ NA NA NA NA <br />Ownership cosVhaur: $12.00 $18.56 NA NA NA NA <br />Operating cosUhour: $15.16 ~ $20.54 ~ NA NA NA NA <br />Ripper op. cosUhour: NA - NA ~ NA NA NA ~ NA <br />Operator cosOhour : $22.18 $23.12 NA NA NA NA <br />Unit subtotals : $49.34 $62.21 NA NA NA NA <br />Number of units : 5 1 0 0 0 0 <br />Group subtotals : Work : $308.91 Support : $0.00 Maintenance : $0.00 <br />Total work team coSUhour : $30ti.'J7 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 53,333 CCY factor: 1.060 volume: 56,533 LCY <br />Source of quantity take-off : Ez D <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) Basis : Truck Bed (volume) Basis <br />Material weight : 2,900 pounds/LCY Struck volume : 8.00 LCY <br />Descr.: Sand and gravel -dry 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 number of loader passes : 6.83 LCY <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 3, 940 <br />Rated capacity (nom. heaped) : 3.500 LCY Truck Loader Source <br />Descr.: Loose mafedal -mixed moist aggregates (95-10 Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fll factor : 0.975 Job eftiuency : 0.830 ~ O.B30 ~(1 sniWtlay) <br />Adjusted bucket capacity : 3.413 LCY Net correction : 0.830 0.830 <br />