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sheet 1 of 2 <br />CIRCES Cost Estimatlna Software <br />TRUCK/LOADER TEAM WORK <br />Task # <br />Date <br />User <br />Permit or other job action : MR220 <br />Task description :Excavate 8 dispose of Asphalt from !n pit <br />,: _: <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />TrucWloader team -Truck :;Genedc 8-10 <br />Agency or organization name :CDRMS <br />208 State :Colorado <br />0822!1007 County :Routt <br />JHB SRe : Foidel Creek Mime <br />Support equipment -Load area :~iCat D9R - <br />Road maintenance -Motor grader <br />-Water tmdc <br />Cost Breakdown : rucWLoader 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 loader dozer NA NA NA <br />Utilization-machine : 100 90 100 NA NA NA <br />-Ripper attachment: NA NA 20 NA NA NA <br />Ownership cosf/hour : $8.94 $29.55 $64.72 NA NA ~ NA <br />Operating cosUhour : $32.96 $41.55 $98.84 NA NA NA <br />Ripper op. cosUhour: NA NA $0.00 NA NA NA <br />Operator cost/hour: $21.75 $32.78 $32.78 NA NA NA <br />Unit subtotals: $63.65 $103.88 $196.34 NA NA NA <br />Number of units : 2 1 1 0 0 ~ 0 <br />Group subtotals : Work : $231.18 Support : $196.34 Maintenance : $0.00 <br />Total work team cosvhour : x427.52 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 644 CCY factor : 1.165 volume : 750 LCY <br />Source of quantity take-off : Pg. 2.05-17 <br />Source of estimated swell factor : No choice Por Asphalt so used Shale for "swell /actor" <br />Material purchase cost : $0.00 /LCY Total cost : SO <br />HOURLY PRODUCTION <br />Truck Capacity <br />Truck Payload (weight) Basis ~ Truck Bed (volume) Basis <br />Material weght : _ 2_,10_0 _ pounds/LCY Struck volume : 8.00 LCY <br />Descr.. Shale Heaped volume ~ 10.00 LCY <br />Rated payload : 27,280 pounds Average volume : _ _ 9.00 _ _ _ LCY <br />Payload capacity : 12.99 LCY ~ Adjusted volume': 10.00 LCY <br /> Final truck volume based on number of loader passes : 9.45 LCY <br /> ' IruQ v°lume a0lusted to rrot eaceeG rateG payloa0 or heepeU volume <br />Loading Tool Capacity : iJob Conditlon Corrections : Site altitude (ft.) : 7,200 <br />Rated capacity (nom. heaped) : 5.250 LCY ~ Truck ! Loader ~SOUfCR <br />1 000 <br />s (85 - 95%) Altitude adj.: <br />Descr. ~ Other- cemented marerial 0.920 (Cat HB) <br />Bucket fill factor : _ -- <br />_ <br />0.900 }Job e~ciency :j 0.830 0.830 (1 shiR/day) <br />Adjusted bucket capacity : 4.725 LCY i Net correction ~~~ 0.830 ~ 0.764 <br />PennNjob # : C1982058 <br />Abbreviation :none <br />Filename : CO56-208 <br /> <br />