Laserfiche WebLink
sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />............................................................................ TRUCK/LOADER TEAM WORK:::::.::.~:::::.::::::;:.:::.;:.::.;:.;::;;«;.;:.;;:.;::.:<.>:.::.;:..::.; :.;;:.;;:<.;::. <br />PROJECT IDENTIFICATION <br />Agency or organization name :Division Of Reclamafion, Mining And Safety <br />Task # : ®~© State :Colorado Permit/job # :01992-Qi~1 <br />Date : 05/30/2008 County :Routt Abbreviation :none <br />User : JHB Site :Hayden Gulch Load Out Filename :0081-040 <br />Permit or otherjob action :RN# <br />Task description : Clean 4°' sedirnent ~rorrs boti- pons 1X ofuring liability period <br />HOURLY EQUIPMENT COST Sh ft bas s R Y <br />Equipment Description <br />Truck/loader team -Truck :Generic 8-10 cy, 6x4 <br />-Loader :Cat 3250 L <br />Support equipment -Load area : NA <br />-Dump area :NA <br />Road maintenance -Motor grader : NA <br />-Water truck : NA <br />Cost Breakdown : ruckiLoader 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 97 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership costihour : $9.32 $38.60 NA NA NA NA <br />Operating cost/hour : $35.11 $48.23 NA NA NA NA <br />Ripper op. cost/hour : NA NA NA NA NA NA <br />Operator cost/hour : $21.72 $32.96 NA NA NA NA <br />Unit subtotals : $66.15 $119.80 NA NA NA NA <br />Number of units : 6 1 0 0 0 0 <br />Group subtotals : Work : $516.68 Support : $0.00 Maintenance : $0.00 <br />Total work team costihour : $516.65 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 1,874 CCY factar: 1.135 volume : 2,127 LCY <br />• <br />Material weight : 2,700 poundslLCY Struck volume : 8.00 LCY <br />Descr.: Earth -Wet excavated Heaped volume : 10.00 LCY <br />Rated payload : 27,280 pounds Average volume : 9.00 LCY <br />Payload capacity : 10.10 LCY Adjusted volume": 10.00 LCY <br /> Final truck volume based on number of loader passes : 8.66 LCY <br /> 'truck volume adjusted to not exce ed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 6,400 <br />Rated capacity (nom. heaped) : 2.220 LCY Truck Loader Source <br />Descr.: Loose material -mixed moist aggregates (95-100 Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.975 Job efficiency : 0.830 0.830 (1 shift/day) <br />Adjusted bucket capacity : 2.165 LCY Net correction : 0.830 0.830 <br />RN-03 23-1.26 Revised 06/08 <br />