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• • <br /> sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : DMG <br />Task # : 006 State :Colorado PermiUlob # : M-2000-030 <br />Date : OS26/2000 County : La Plata Abbreviation :none <br />User : RCO Site : Agn-Dld Gravel Pit Filename : M030-006 <br />Permit or other jab action :New application -final reclama(ron <br />Task description :Load and carry topsoil from stockpile to pit floor <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Equipment Description <br />TrucWloader team -Truck : Genedc 8-10 cy, 6x4 <br />-Loader : CAT 936E Std. Li/t (1995) <br />Support equipment -Load area : NA <br />-Dump area : NA <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 Afea Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename: truck2 loader NA NA NA NA <br />% Utilization-machine : B3 100 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cosUhour: $12.00 $11.99 NA NA NA NA <br />Operating cost hour: 873.55 $16.03 NA NA NA NA <br />Ripper op. cast/hcur: NA NA NA NA NA NA <br />Operator cosUhour : $22.18 $23.12 NA NA NA NA <br />Unit subtotals : $47.73 851.13 NA NA NA NA <br />Number of unRs : 3 1 0 0 0 0 <br />Group subtotals : Work : $194.32 Support : $0.00 Maintenance : $0.00 <br />Total work team cost hour : $194.32 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 5,647 CCY factor: 1.125 volume: 6,353 LCY <br />Source of quantity take-off :Reclamation plan (14 ac x 3'topsoil depth on pit floor) <br />Source of estimated swell factor : n/a <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Caoacit <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 2,550 pounds/LCY Struck volume : B.00 LCY <br />Descr.: Earth -dry packed Heaped volume : 10.00 LCY <br />Rated payload: 22,000 pounds Average volume : 9.00 LCY <br />Payload capacity: 8.63 LCY Adjusted capacity: 8.63 LCY <br />Final adjusted truck capacity based on specific number of loader passes : 9.07 LCY <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 6.600 <br />Rated capacity (nom. heaped) : 2.750 LCY Truck Loader Source <br />Descr.: Other- rocWdirt mixtures (100-120%) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 1.100 Job efficiency : 0.830 0.830 (1 shiR/dayJ <br />Adjusted bucket capacity : 3.025 LCY Net correction : 0.830 0.830 <br />