Laserfiche WebLink
sheet t of 2 <br />CIRCES Cost EstimatingSoftware <br />TRUCK/LOADER TEAM WORK ~ <br />Agency or organization name :Colorado Division O/Minerals And Gaology <br />Task # : 002 State :Colorado Permiuob # :M-2001-114 <br />Date : 01/30/2002 County : Larimer Abbreviation :none <br />User: ACS Site :Starks Quarry Filename :M714-002 <br />Permit or other job action :New application, sandstone quarry <br />Task description : Back1i11 highwall along southwest side o1 permit area using rubble <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Equipment Description <br />TrucWloaderteam -Truck :IGeneric 8-10 cy, 6x4 <br />-Loader :I Cat 3228 L <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />U7H - /SU <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 : Iruck2 excavate NA dozer NA NA <br />°/, Utilizatlon-machine : 99 100 NA 100 NA NA <br />-Ripper attachment: NA NA NA 30 NA NA <br />Ownership cost/hour. $12.57 $38.17 NA $43.32 NA NA <br />Operating cosVhour: $18.63 $35.63 NA $49.44 NA NA <br />Ripper op. cosVhour: NA NA NA $1.82 NA NA <br />Operator ccsUhour: $23.61 $28. f8 NA $2299 NA NA <br />Unit subtotals' $54.81 $101.98 NA $722.57 NA NA <br />Number of units : 2 1 0 1 0 0 <br />Group subtotals: Work: $211.59 Support: $122.57 Maintenance: $0.00 <br />Total work team cosUhour : 3334.16 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 21,250 CCY factor : 1.335 volume : 28,389 LCY <br />Source of quantity take-oB :see notes <br />Source of estimated swell factor :CIRCES spreadsheet swell table - sandstone <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Caoaciw <br />Truck Payload (weight) Basis : ~ Truck Bed (volume) Basis <br />Material weight : 2,550 pounds/LCY Struck volume : 8.00 LCY <br />Descr.:Sandstone Heapetl 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 spe cific number of loader passes : 8.10 LCY <br />Loading Tool Ca ap ciN : o n 'tio rr ti n Site altitude (ft.) : 5,450 <br />Rated capacity (nom. heaped) : 3.000 LCY Truck Loader Source <br />Descr.: Blasted rock -poorly blasted (60 - 75 %) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.675 Job effic(ency : 0.830 0.830 (1 shiWday) <br />Adjusted bucket capacity : 2.025 LCY Net correction : 0.830 0.830 <br />