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2011-04-13_INSPECTION - M1979205
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2011-04-13_INSPECTION - M1979205
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Last modified
8/24/2016 4:32:34 PM
Creation date
4/26/2011 9:27:48 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1979205
IBM Index Class Name
INSPECTION
Doc Date
4/13/2011
Doc Name
Inspection report
From
DRMS
To
Oldcastle SW Group, Inc.
Inspection Date
4/7/2011
Email Name
DMC
Media Type
D
Archive
No
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Page 1 of 2 <br />BULLDOZER WORK <br />Site: <br />Task description: Distribute topsoil over slopes <br />Pit Permit Action: 2011 Midterm Review Permit/Job#: M1979205 <br />Chambers <br />PROJECT IDENTIFICATION <br />State: Colorado Abbreviation: None <br />Task #: 012 Filename: M205-012 <br />Date: 4/13/2011 County: Garfield <br />User: DMC <br />Agency or organization name: DBMS <br />uniTRLY EQUIPMENT COST <br />Basic Machine: <br />Horsepower: <br />Blade Type: <br />Attachment: <br />Shift Basis: <br />Data Source: <br />Cost Breakdown: <br />Cat D9R - 9U (2005) <br />405 <br />Universal <br />NA <br />1 per day <br />(CRG) <br />Ownership Cost/Hour: <br />Operating Cost/Hour: <br />Ripper op. Cost/Hour: <br />Operator Cost/Hour: <br />Total unit Cost/Hour: <br />Total Fleet Cost/Hour: <br />Utilization % <br />$49.19 NA <br />EJ <br />0.89 100 <br />1 <br />0.00 0 <br />$38.49 9 NA <br />$198.57 <br />$198.57 <br />MATERIAL QUANTITIES <br />Initial Volume: 3,500 <br />Swell factor: 1.000 <br />Loose volume: 3,500 LCY <br />Source of estimated volume: Onsite observations <br />Source of estimated swell factor: Cat Handbook <br />HOURLY PRODUCTION <br />Average push distance: 50 feet <br />Unadjusted hourly production: 2,222.9 LCY/hr <br />Materials consistency description: Loose stockpile 1.2 <br />Average push gradient: -15% <br />Average site altitude: 5,320 feet <br />Material weight: 1,600 lbs/LCY <br />Weight description: To Soil <br />Source <br />Job Condition Correction Factor 0.750 (AVG.) <br />Operator Skill: (CAT HB) <br />Material consistency: 1.200 <br />1.000 (GEN.) <br />Dozing method: <br />CIRCES Cost Estimating Software
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