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2008-05-23_PERMIT FILE - C1983059A
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2008-05-23_PERMIT FILE - C1983059A
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Last modified
8/24/2016 3:31:56 PM
Creation date
10/27/2008 11:26:24 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1983059A
IBM Index Class Name
Permit File
Doc Date
5/23/2008
Section_Exhibit Name
Exhibit 10 Bond Calculations
Media Type
D
Archive
Yes
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Permit or other job action :Permit Renewal 05 <br />Task description :Replace Topsoil from <br />......................................................... <br />HOURLY EQUIPMENT COST <br />Cost Breakdown <br />Shift basis : 1 per day <br />Job utilization % Horsepower 365 <br />Ownership cost/hour : $50.48 NA Weight (UST) : 35.55 <br />Operating cost/hour : $85.90 100 Cost data source : (CRG) <br />Operator cost/hour : $24.95 NA <br />Total unit cosUhour : $161.33 Total fleet cosUhour : $161.33 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 5,243 CCY factor : 1.125 volume : 5,898 LCY <br />Source of quantity take-off :Map 5 and Page 2.05-5R <br />Source of estimated swell factor :CAT Handbook <br />HOURLY PRODUCTION <br />Hauling Caaaciri <br />Scraper Payload (weight) Basis : ~ Scraper Bowl (volume) Basis <br />Material weight : 2,550 pounds/LCY <br />Material description <br />Earth -Dry packed <br />Rated payload : 48,000 pounds <br />Payload rapacity : 18.82 LCY <br />Cycle Time (load + haul + screed + return) <br />Travel time <br />Struck volume : 14.00 LCY <br />Heaped volume : 21.00 LCY <br />Average volume : 17.50 LCY <br />Adjusted capacity : 17.50 LCY """ <br />Loading time : 2.00 minutes' <br />Maneuver and spreading time : 0.70 minutes <br />' loading time per pair on push-pull models <br />Route Distance (feet) Grade (%) Roll. res.(%) Total res.(%) Velocity (fpm) Travel time (min.) <br />Haul : 500 2.0 4.0 6.0 1,204 0.49 minutes *' <br />Retum : 500 -2.0 4.0 2.0 2,898 0.17 minutes *` <br />"travel time adjusted for acceleration and deceleration at load and dump points <br />velocities are max. attainable per total resistance shown, not average <br />Job Condition Correction Factors <br />Site altitude (feet) : 5, 800 <br />Altitude adjustment factor : 1.00 (Cat HB) <br />Job efficiency factor : 0.83 (1 shift/day) <br />Net job correction factor : 0.83 <br />Total cycle time : 3.36 minutes <br />Adjusted Hourly Production <br />Unadjusted unit production : 312.49 LCY/Hour"' <br />Adjusted unit production : 259.37 LCY/Hour <br />Adjusted fleet production : 259.37 LCY/Hour <br />2 times volume on push-pull models <br />JOB TIME AND COST <br />Fleet size : 1 Scraper(s) Total job time : 22.74 Hours <br />Unit cost : $0.622 /LCY Total job cost : $3, 669 <br />Model :Cat 621G <br />to Site <br />
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