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2011-09-27_INSPECTION - M1996082
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2011-09-27_INSPECTION - M1996082
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Last modified
8/24/2016 4:43:25 PM
Creation date
10/4/2011 8:29:19 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1996082
IBM Index Class Name
INSPECTION
Doc Date
9/27/2011
Doc Name
Inspection Report
From
DRMS
To
Lafarge West, Inc.
Inspection Date
9/20/2011
Email Name
THM
Media Type
D
Archive
No
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Seg # <br />Haul Distance (Ft) <br />Grade <br />Roll. Res <br />Total Res <br />Velocity (fpm) <br />Travel Time <br />(CAT HB) <br />Job Efficiency: <br />( %) <br />( %) <br />( %) <br />(min) <br />1 <br />800.00 <br />5.00 <br />5.00 <br />10.00 <br />922 <br />0.89 <br />Seg # <br />Haul Distance (Ft) <br />Grade <br />Roll. Res <br />Total Res <br />Velocity (fpm) <br />Travel Time <br />(CAT HB) <br />Job Efficiency: <br />( %) <br />( %) <br />( %) <br />(min) <br />1 <br />800.00 <br />-5.00 <br />5.00 <br />0.00 <br />2965 <br />0.38 <br />Scraper Worksheet Cont'd Task # 02A <br />Cycle Time: <br />Scraper Loading Time: <br />Maneuver and Spread Time: <br />Job Condition Correction: <br />Return Route: <br />Net Correction: <br />0.830 <br />0.830 <br />0.80 Minutes <br />0.60 Minutes <br />Travel Time: <br />Road Condition: Rutted dirt, little maintenance, no water, 2" tire penetration 5.0 <br />Haul Route: <br />Haul Time: <br />Unit cost: $0.593 /LCY Total job cost: $14,340.85 <br />0.89 minutes <br />Return Time: <br />Site Altitude: 5600 feet <br />0.38 minutes <br />Total Scraper team cycle time: 2.67 minutes <br />Adjusted for job conditions: 540.90 LCY/Hour <br />Selected Number of Scrapers: 2 Scraper(s) <br />Adjusted single scraper team (unit) hourly production: 1,081.80 LCY/Hour <br />Adjusted multiple scraper team (fleet) hourly production: 2,163.60 LCY/Hour <br />Unadjusted unit production/hour: 651.69 LCY/Hour <br />Optimal Number of Scrapers per push dozer: <br />JOB TIME AND COST <br />Fleet size: 2 Team(s) Total job time: 11.19 Hours <br />Page 2 of 2 <br />CIRCES Cost Estimating Software <br />Scraper <br />Push Dozer <br />Source <br />Altitude Adj: <br />1.000 <br />1.000 <br />(CAT HB) <br />Job Efficiency: <br />0.830 <br />0.830 <br />(CAT HB) <br />Scraper Worksheet Cont'd Task # 02A <br />Cycle Time: <br />Scraper Loading Time: <br />Maneuver and Spread Time: <br />Job Condition Correction: <br />Return Route: <br />Net Correction: <br />0.830 <br />0.830 <br />0.80 Minutes <br />0.60 Minutes <br />Travel Time: <br />Road Condition: Rutted dirt, little maintenance, no water, 2" tire penetration 5.0 <br />Haul Route: <br />Haul Time: <br />Unit cost: $0.593 /LCY Total job cost: $14,340.85 <br />0.89 minutes <br />Return Time: <br />Site Altitude: 5600 feet <br />0.38 minutes <br />Total Scraper team cycle time: 2.67 minutes <br />Adjusted for job conditions: 540.90 LCY/Hour <br />Selected Number of Scrapers: 2 Scraper(s) <br />Adjusted single scraper team (unit) hourly production: 1,081.80 LCY/Hour <br />Adjusted multiple scraper team (fleet) hourly production: 2,163.60 LCY/Hour <br />Unadjusted unit production/hour: 651.69 LCY/Hour <br />Optimal Number of Scrapers per push dozer: <br />JOB TIME AND COST <br />Fleet size: 2 Team(s) Total job time: 11.19 Hours <br />Page 2 of 2 <br />CIRCES Cost Estimating Software <br />
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