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2011-09-21_REVISION - C1992081
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2011-09-21_REVISION - C1992081
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Last modified
8/24/2016 4:43:18 PM
Creation date
9/23/2011 7:42:24 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1992081
IBM Index Class Name
REVISION
Doc Date
9/21/2011
Doc Name
Adequacy Review
From
DRMS
To
Hayden Gulch Terminal, LLC
Type & Sequence
PR1
Email Name
JDM
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 />3000.00 <br />5.00 <br />3.00 <br />8.00 <br />1131 <br />2.70 <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 />3000.00 <br />-5.00 <br />3.00 <br />-2.00 <br />2972 <br />1.05 <br />Scraper Worksheet Cont'd Task # 502 <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 />NA <br />1.00 Minutes <br />0.60 Minutes <br />Travel Time: <br />Road Condition: Firm, smooth, rolling, dirt/It. surfaced, watered, maintained 3.0 <br />Haul Route: <br />Haul Time: <br />Return Time: <br />2.70 minutes <br />1.05 minutes <br />JOB TIME AND COST <br />Fleet size: 2 Team(s) Total job time: 104.56 Hours <br />Unit cost: $1.316 /LCY Total job cost: $148,576.94 <br />Page 2 of 2 <br />Site Altitude: 7500 feet <br />Total Scraper team cycle time: 5.35 minutes <br />Adjusted for job conditions: 539.89 LCY /Hour <br />Selected Number of Scrapers: 2 Scraper(s) <br />Adjusted single scraper team (unit) hourly production: 539.89 LCY/Hour <br />Adjusted multiple scraper team (fleet) hourly production: 1,079.78 LCY /Hour <br />Unadjusted unit production/hour: 650.47 LCY/Hour <br />Optimal Number of Scrapers per push dozer: <br />CIRCES Cost Estimating Software <br />Scraper <br />Push Dozer <br />Source <br />Altitude Adj: <br />1.000 <br />NA <br />(CAT HB) <br />Job Efficiency: <br />0.830 <br />NA <br />(CAT HB) <br />Scraper Worksheet Cont'd Task # 502 <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 />NA <br />1.00 Minutes <br />0.60 Minutes <br />Travel Time: <br />Road Condition: Firm, smooth, rolling, dirt/It. surfaced, watered, maintained 3.0 <br />Haul Route: <br />Haul Time: <br />Return Time: <br />2.70 minutes <br />1.05 minutes <br />JOB TIME AND COST <br />Fleet size: 2 Team(s) Total job time: 104.56 Hours <br />Unit cost: $1.316 /LCY Total job cost: $148,576.94 <br />Page 2 of 2 <br />Site Altitude: 7500 feet <br />Total Scraper team cycle time: 5.35 minutes <br />Adjusted for job conditions: 539.89 LCY /Hour <br />Selected Number of Scrapers: 2 Scraper(s) <br />Adjusted single scraper team (unit) hourly production: 539.89 LCY/Hour <br />Adjusted multiple scraper team (fleet) hourly production: 1,079.78 LCY /Hour <br />Unadjusted unit production/hour: 650.47 LCY/Hour <br />Optimal Number of Scrapers per push dozer: <br />CIRCES Cost Estimating Software <br />
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