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2008-03-28_REVISION - M1989056 (3)
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2008-03-28_REVISION - M1989056 (3)
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Last modified
6/15/2021 11:41:17 AM
Creation date
3/28/2008 3:32:46 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1989056
IBM Index Class Name
REVISION
Doc Date
3/28/2008
Doc Name
Financial warranty increase
From
DRMS
To
Don Kehn Construction Inc.
Type & Sequence
SI1
Email Name
ESC
Media Type
D
Archive
No
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HOUR PRODUCTION <br />Haulinsl Cauacity <br />Scraper Payload (weight) Basis : Scraper Bowl (volum <br /> <br />)Basis <br />Material weight : 2,100 pounds/LCY <br />Material description : <br />Earth -Loam <br />Rated payload : 48,000 pounds <br />Payload capacity : 22.86 LCY <br />Cycle Time : Struck <br />Heaped <br />Average ( <br />Adjusted d <br />"• hourly production reflects v <br />ob Condition Correc volume : 15.70 LCY <br />volume : 21.00 LCY <br />volume : 18.35 LCY <br />apacity : 18.35 LCY "' <br />lume per scraper pair on push-pull models <br />ions : Site altitude (ft.) : 4 <br />800 <br /> Sc aper Push dozer , <br />Source <br />Scraper loading time' : 0.50 minutes Altitude adj. : 1. 00 1.000 (Cat HB) <br />Maneuver and spread time : 0.60 minutes Job efficiency : 0. 30 0.830 (Cat HB) <br />'load time per scraper pair on push-pull models Net Correction : 0. <br />Travel time <br />Road condition description :Rutted din; little maintenance, no water, 2"tire pen <br />Haul Route <br />Seg. # Haul distance (feet) Grade (%) Roll. res. (%) Total res. (%) Veloci 30 0.830 <br /> <br />tration <br /> <br />(fpm) Travel time (min.)** <br />1 700 0.00 5.00 5.00 22~ 18 0.47 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Ha <br />Retum route I time : 0.47 minutes <br />1 700 0.00 5.00 5.00 28 4 0.40 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />"travel time for each segment is adjusted for acceleration/deceleration. RetUf time : 0.40 minutes <br />table velocities are max. attainable per total resistance shown, not average <br />Total scraper team cycle time (load + haul + maneuver and spread + r turn) : 1.97 minutes <br />Unadjusted unit production/hour : 560.11 LCY/hour'*' Adjusted for job condi tions : 464.89 LCY/hour <br />Optimal number of scrapers per push dozer : 2 Selected number of scr pers : 2 scraper(s) <br />Adjusted single scraper team (unit) hourly produ tion : 929.78 LCY/hour <br />Adjusted multiple scraper team (fleet) hourly produ ction : 929.78 LCY/hour <br />JOB TIME AND COST <br />Fleet size : 1 Team(s) <br />Unit cost : x0.628 /LCY <br />
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