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2008-09-02_PERMIT FILE - C1996084A
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2008-09-02_PERMIT FILE - C1996084A
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Last modified
3/22/2018 7:14:47 AM
Creation date
1/28/2009 10:31:39 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1996084A
IBM Index Class Name
Permit File
Doc Date
9/2/2008
Section_Exhibit Name
Exhibit 23 Bond Calculations
Media Type
D
Archive
Yes
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sheet 1 of 2 <br />Permit or other job action :Permit Renewal 02 <br />Task description :Replace Topsoil from Stockpile SSP#3 to Fill 8 <br />...............................................................:::::.I.::.:.....::::..~ :::er da ::::•............................... <br />HOURLY EQUIPMENT COST Shift bass p y <br />Truck/loader team -Truck :Cat 7730 (2002) <br />-Loader :CAT 990 Series 11(2005) <br />Support equipment -Load area :Cat D9R - 9SU (2005) <br />-Dump area :Cat D9R - 9U (2005) <br />Road maintenance -Motor grader :CAT 14H <br />_Water mirk •Water Tanker 5.000 Gal. <br />Cost Breakdown : Truck/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 : truck2 loader dozer dozer grader misctruk <br />Utilization-machine : 100 97 50 100 25 25 <br />-Ripper attachment : NA NA 50 0 0 NA <br />Ownership cost/hour : $52.49 $105.80 $62.35 $62.73 $39.60 $21.89 <br />Operating cosUhour : $88.21 $113.04 $51.63 $103.73 $12.13 $8.68 <br />Ripper op. cosUhour : NA NA $0.00 $0.00 $0.00 $0.00 <br />Operator cosUhour : $21.72 $32.96 $32.78 $32.78 $24.47 $33.94 <br />Unit subtotals : $162.42 $251.81 $146.77 $199.24 $76.20 $64.51 <br />Number of units : 2 1 1 1 1 1 <br />Group subtotals : Work : $576.64 Support : $346.01 Maintenance : $140.71 <br />Total work team cost/hour : $1,063.36 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 8,820 CCY factor : 1.125 volume : 9,922 LCY <br />Material weight : 2,550 pounds/LCY Struck volume : 33.80 LCY <br />Descr.: Earth -dry packed Heaped volume : 45.90 LCY <br />Rated payload : 108,060 pounds Average volume : 39.85 LCY <br />Payload capacity : 42.38 LCY Adjusted volume*: 42.38 LCY <br /> Final truck volume based on number of loader passes : 39.38 LCY <br /> 'truck volume adjusted to not exce ed rated payload or heaped volume <br />Loading Tool Caaacity : Job Condition Corrections : Site altitude (ft.) : 7,100 <br />Rated capacity (nom. heaped) : 11.250 LCY Truck Loader Source <br />Descr.: Loose material - i"and over (85 - 90%) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.875 Job efficiency : 0.830 0.830 (1 shift/day) <br />Adjusted bucket capacity : 9.843 LCY Net correction : 0.830 0.830 <br /> <br />
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