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2011-07-14_PERMIT FILE - P2010026
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2011-07-14_PERMIT FILE - P2010026
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Last modified
8/24/2016 4:35:41 PM
Creation date
7/14/2011 9:34:42 AM
Metadata
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Template:
DRMS Permit Index
Permit No
P2010026
IBM Index Class Name
Permit File
Doc Date
7/14/2011
Doc Name
Response to your review of 06/09/2011
From
Shell International Exploration & Production
To
DRMS
Email Name
THM
Media Type
D
Archive
No
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P- 2010 -026 bondcalc 01 a Page 7 of 17 <br />Shell Frontier Oil & Gas Inc. <br />FINANCIAL WARRANTY CALCULATION <br />DOZER WORK <br />Site <br />East RD &D Pilot Project <br />Date July 12, 2011 <br />Task no. <br />3 <br />Task <br />Backfill and regrade storm water pond <br />Equipment <br />Base model: <br />Cat DST - SU <br />Blade type: <br />Semi- Universal <br />Blade width (ft.): <br />12.92 <br />Attachment: <br />Multi -shank ripper Type: Adjustable parallelogram <br />State: Colorado <br />County: Rio Blanco <br />Labor zone: <br />2 <br />Hourly cost <br />Ownership: $65.03 <br />Horsepower: <br />310 <br />Operating - dozer: <br />$90.05 Utilization: 100% $90.05 <br />Weight- dozer: <br />42.43 <br />Operating - ripper: <br />$6.19 Utilization: 0% $0.00 <br />- blade: <br />5.28 <br />Operator: $38.32 <br />- ripper: <br />5.37 <br />Total: $193.40 <br />Total (UST): <br />53.08 <br />Volume <br />1,322.00 CCY <br />Swell: 1.164 Final: <br />1,538.53 <br />LCY <br />Material description: <br />Decomposed rock - 50% Rock, 50% Earth <br />Derivation: Assume 105 ft. L x 85 ft. W disturbance (0.205 acre), avg. 4 ft. thickness to be regraded. <br />Production <br />Average push distance: <br />100 feet <br />Unadjusted production: <br />852.6 LCY /hr* *per Caterpillar Performance Handbook <br />Edition: <br />39 <br />JOB CONDITION CORRECTION FACTORS* <br />FACTOR* <br />Material consistency: <br />Compacted fill or embankment <br />0.900 <br />Operator skill: <br />Average <br />0.750 <br />Dozing method: <br />General <br />1.000 <br />Visibility: <br />Average daytime conditions <br />1.000 <br />Job efficiency: <br />1 daytime shift per day (50 min. hour) <br />0.833 <br />Spoil pile: <br />Finish dressin - rough finish <br />0.800 <br />Push gradient: <br />5.00% os. grade = uphill push; neg. = downhill <br />0.900 <br />Site altitude: <br />6,615 Ifeet <br />1.000 <br />Material weight (lbs /LCY): <br />2,900 1 Decomposed rock - 50% Rock, 501% Earth <br />0.793 <br />(2300 lb. default) <br />Blade type: <br />Semi - Universal <br />1.000 <br />Net correction: <br />0.321 <br />Adjusted production: <br />273.75 LCY /hr <br />Work team size: <br />3 Dozer(s) <br />Work team production: <br />821.25 LCY /hour <br />Job totals <br />Job time: <br />1.87 Hours <br />Job unit cost: <br />$0.706 per LCY <br />Job cost: <br />$1,087 <br />P- 2010 -026 bondcalc 01 a Page 7 of 17 <br />
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