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2008-07-03_INSPECTION - M1991003
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2008-07-03_INSPECTION - M1991003
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Last modified
8/24/2016 3:34:05 PM
Creation date
7/3/2008 2:00:02 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1991003
IBM Index Class Name
INSPECTION
Doc Date
7/3/2008
Doc Name
Insp Rpt
From
DRMS
To
Robinson Brick
Inspection Date
6/25/2008
Email Name
JLE
Media Type
D
Archive
No
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Permit or other job action : SO <br />Task description : $p <br />over affected area <br />HOURLY EQUIPMENT COST <br />Model : Cat 623G Shift basis : 1 per day <br />Cost Breakdown : Job utilization % Horsepower : 365 <br />Ownership cost/hour : $75.32 NA Weight (UST) : 40.92 <br />Operating cost/hour : $79.97 75 Cost data source : (CRG) <br />Operator cost/hour : $32.96 NA <br />Total unit cost/hour : $188.25 Total fleet cost/hour : $376.50 <br />.. .. . <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 1,660 BCY factor : 1.429 volume : 2,371 LCY <br />Source of quantity take-off : Inspection <br />Source of estimated swell factor :Application <br /> <br />HOURLY PRODUCTION <br />Haulino Capacity : <br />Scraper Payload (weight) Basis : Scraper Bowl (volume) Basis : <br />Material weight : 1,600 pounds/LCY Struck volume : 18.00 LCY <br />Material description : Heaped volume : 23.00 LCY <br />Top Soil Average volume : 20.50 LCY <br />Rated payload : 55,000 pounds <br />Payload capacity : 34.38 LCY Adjusted capacity : 20.50 LCY <br />Cycle Time (load + haul + spread + return) : Loading time : 0.90 minutes ` <br /> Maneuver and spreading time : 0.70 minutes <br />Travel time : ' loading time per pair on push-pull models <br />Route Distance (feet) Grade (%) Roll. res.(%) Total res.(%) Velocity (fpm) Travel time (min.) <br />Haul : 572 4.0 4.0 8.0 822 a74 minutes " <br />Return: 572 -4.0 4.0 0.0 2,732 0.21 minutes <br />" travel time adjusted for acceleration and deceleration at load and dump pants <br />velocities are max. attainable per total resistance shown, not average Total cycle time : 2.54 minutes <br />Job Condition Correction Factors : <br />Site altitude (feet) : 5,500 Adjusted Hourly Production <br />Altitude adjustment factor : 1.00 (Cat HB) Unadjusted unit production : 483.40 LCY/Hour"' <br />Job efficiency factor : 0.83 (1 shitt/day) Adjusted unit production : 401.22 LCY/Hour <br /> Adjusted fleet production : 802.44 LCY/Hour <br />Net job correction factor : 0.83 2 times volume on push-pull models <br />JOB TIME AND COST <br />Fleet size : 2 Scraper(s) Total job time : 2.96 Hours <br />Unit cost : $0.469 /LCY Total job cost : $1,113
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