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2008-07-03_INSPECTION - M1984076
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2008-07-03_INSPECTION - M1984076
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Entry Properties
Last modified
8/24/2016 3:34:05 PM
Creation date
7/3/2008 1:58:59 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1984076
IBM Index Class Name
INSPECTION
Doc Date
7/3/2008
Doc Name
Insp Rpt
From
DRMS
To
Robinson Brick
Inspection Date
6/9/2008
Email Name
JLE
Media Type
D
Archive
No
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Agency or organization name : DRMS <br />Permit or other job action : SO <br />Task description : Grading hlghwall on east side of the affected area <br /> <br />....::.:.:.:::....:..:::.:.....:.::.:.... ..:.:.:.::.....:..:.:: <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D8R Series ll - 8SU (200: Horsepower : 310 <br />Blade type : Semi-Universal <br />Attachment no. 1 : ROPS Cab Shift basis : 1 per day <br />Attachment no. 2:3-shank ripper <br /> Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $57.13 NA <br />Operating cost/hour : $57.84 75 <br />Ripper op. cost/hour : $0.67 10 <br />Operator cost/hour : $32.78 NA <br />Total unit cost/hour : $148.42 Total fleet cost/hour : $148.42 <br /> <br /> <br /> <br />................................................................................................................................. <br />::::.............................................................................................................. <br />....................... <br />MATERIAL QUANTITIES <br /> <br /> <br />....................... <br />....................... <br /> <br /> <br />.................................. <br />.................................... <br />Initial Swell Loose <br />volume : 4,051 BCY factor : 1.250 volume : 5,064 LCY <br /> <br />Source of estimated volume: Inspection <br />Source of estimated swell factor :Application <br /> <br />.. .. . <br />HOURLY PRODUCTION Job Condition Correction Factors <br />source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 200 feet Material consistency : 0.90 (Cat HB) <br />Unadjusted hourly production : 491.9 LCY/hr Dozing method : 1.20 (slot) <br /> Visibility: 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shifl1day) <br />Compacted till or embankment Spoil pile : 0.80 (fnd-ro <br /> Push gradient : 1.07 (Cat HB) <br />Average push gradient : 3.00 % (neg) Altitude : 1.00 (Cat HB) <br />Average site altitude : 6,000 feet Material weight : 0.87 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,650 Ibs/LCY Net correction : 0.50 <br />Weight description : <br />Decomposed rock - 25% Rock, 75% Earth Adjusted unit production : 245.51 LCY/hr <br /> Adjusted fleet production : 245.51 LCY/hr <br /> <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 20.62 Hours <br />Unit cost : $0.605 /LCY Total job cost : $3,061 <br />
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