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2006-06-07_REVISION - M1999117
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2006-06-07_REVISION - M1999117
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Entry Properties
Last modified
6/15/2021 11:41:41 AM
Creation date
11/21/2007 12:07:54 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999117
IBM Index Class Name
Revision
Doc Date
6/7/2006
Doc Name
Bond Recalculation related to Inspection
From
DMG
To
DMG
Type & Sequence
SI1
Media Type
D
Archive
No
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sheet 1 of 2 <br />ClRCES Cost Estimating Software <br />Task # <br />Date <br />User <br />Agency or organization name :Colorado Division Of Minerals And Geology <br />004 State :Colorado PermiUjob#:M-1999-117 <br />06/07/2006 County : Saguache Abbreviation :none <br />KAP Site :Colorado Gravel Products Filename :M117-004 <br />Permit or other job action :Bond Recalculation related to Inspection <br />Task description :Load and Haul Broken Debris to Pit for Burial <br />Shift basis : 1 per day <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-W ater truck <br />Truck/loader team -Truck :6eneric 8-10 cy, 6x4 <br />-Loader :CAT 938G (2003) <br />Cost Breakdown : Truck/Loader Work Team <br />Truck Loading Tool Suppod Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : truck2 loader NA NA NA NA <br />Utilization-machine : 86 100 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cosUhour: $12.88 $14.29 NA NA NA NA <br />Operating cost/hour : $19.85 $23.76 NA NA NA NA <br />Ripper op. cost/hour : NA NA NA NA NA NA <br />Operator cosUhour: $21.75 $32.53 NA NA NA NA <br />Unit subtotals: $54.48 $70.58 NA NA NA NA <br />Number of units : 3 1 0 0 0 0 <br />Group subtotals : Work : $234.02 Support : $0.00 Maintenance : $0.00 <br />Total work team cosUhour : $234.02 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 500 LCY factor: NA volume : 500 LCY <br />Material weight : 3,300 pounds/LCY ~ Struck volume : 8.00 LCY <br />Descr.: Decomposed rock - 75% Rock, 25% Earth Heaped volume : 10.00 LCY <br />Rated payload : 27,280 pounds Average volume : 9.00 LCY <br />Payload capacity : 8.27 LCY Adjusted volume': 8.27 LCY <br /> Final truck volume based on number of loader passes : 6.34 LCY <br /> truck volume adjusted to not exce ed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 7,690 <br />Rated capacity (nom. heaped) : 3.250 LCY Truck Loader Source <br />Descr.: Loose material -mixed moist aggregates (95-100 Altitude adj.: 0.970 1.000 (Cat HE <br />Bucket fill factor : 0.975 Job efficiency : 0.830 0.830 (1 shifUda <br />Adjusted bucket capacity : 3.169 LCY Net correction : 0.805 0.830 <br />
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