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2018-01-03_PERMIT FILE - M2017036 (3)
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2018-01-03_PERMIT FILE - M2017036 (3)
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Entry Properties
Last modified
1/13/2021 2:47:38 AM
Creation date
1/4/2018 12:32:32 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2017036
IBM Index Class Name
Permit File
Doc Date
1/3/2018
Doc Name
Adequacy Review Response
From
Loveland Ready-Mix Concrete
To
DRMS
Email Name
JLE
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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Job No: 360100-004-04 Client: LRM Page 6 of 26 <br /> TELESTOTask: Recl'n Cost Estimate Computed By:D. Bauer Date: 9/7/17 <br /> S O L U T I ON S- ill Cc' N V 0 k IT l E D <br /> . . . . DRAFT-For DRMS Review Checked By: W. Niccoli Date: 12/30/17 <br /> Calculations Con'd: <br /> 3. Quantify grading operations Con'd <br /> R T U V W k Y Z AA. -F <br /> 2 <br /> 3 <br /> isy 002sg* <br /> caterPC�lav I tawdboo2 <br /> B ' <br /> 9 <br /> catevp%��ar '° <br /> 12' <br /> �B 13 <br /> 14 PERF FACTORS <br /> 15 <br /> 16 <br /> 17 <br /> 831010111 Pr EIIedW yyp Visibility Eleva90 Transmi Operator Push Normal <br /> Sag Memo Brad. 8MW Hour Fades n Factor salon Gratl. Fodor <br /> Aston ProOUN <br /> 18 WeightN Wd1h Fador a• on <br /> 19 pWCT) (1) (M"SIM) (minelr) (%) (het) (uYmr) <br /> 20 <br /> 21 2.650 1.20 12,00 2.00 55 1.00 1.00 1,00 0.5 0.75 150 2116 <br /> 22 2.650 1.20 12.00 2.00 55 1,00 1.00 1.00 0.5 0.75 150 2115 <br /> 23 2.650 1.20 12.00 2.00 55 1.00 1,00 1.00 0.5 0.75 150 2116 <br /> 24 Z650 1.20 12,00 2.00 55 1.00 1.00 1.00 0.5 0.75 150 2116 <br /> 25 2.650 1.20 12.00 2.00 55 1.00 1.00 1.00 0.5 0,75 150 2116 <br /> 26 <br /> 27 <br /> 28 <br /> Bad" Produ EAacbv Transmi Push Normal <br /> E1eva6o croon ion Work V15itpety Operator <br /> Sob Memo Wh..1 Speed Hour Fade EWOOn Fodor ssion Grade Fodor Distan Produdi <br /> 29 Weight Memo <br /> Width Fodor Co. on <br /> 30. Qwq) (feat) (mihSRu) (miMu) (%) (toot) (Cyfir) <br /> 31' <br /> 32 1650 1.20 6A0 2.50 55 1,00 1.00 1,00 0.5 0.75 300 1164 <br /> 33 Z650 1.20 6.00 2.50 55 1.00 1.00 1.00 0.5 0.75 300 1164 <br /> 34 2,650 1.20 6.00 2.50 55 1.00 1.00 1.00 0.5 0.75 300 1164 <br /> 35 2.650 1,20 6.00 2.50 55 t00 1.00 1.00 0.5 0.75 300 1164 <br /> 361 2.650 1.20 6,00 2.50 55 1.00 1.00 1.00 0.5 0.75 300 1164 <br /> r 1 Sum By Phase 2 Material 3 Earthwork 4 Dozer S Grading 6 Truck <br />
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