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2011-226B.1
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2011-226B.1
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Entry Properties
Last modified
2/17/2016 2:18:33 PM
Creation date
10/1/2015 3:12:48 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
11/01/2011
Control Number
2011-226B.1
Agenda Item Number
8.N.
Entity Name
Goodson Paving
Subject
Contract and Specifications Old Dixie Sidewalk
Volume II
Area
Old Dixie Highway from 38th Lane to 65th St.
Project Number
0845
Bid Number
2011045
Supplemental fields
SmeadsoftID
10419
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A <br /> SUBARTICLE 120 - 10 . 1 (Pages 171 - 173 ) is expanded by the following new Subarticle : <br /> 120- 10 . 1 .7 Payment for Resolution Tests : If the Resolution laboratory results <br /> compare favorably with the Quality Control results , the. Department will pay for Resolution <br /> testing . No additional compensation , either monetary or time , will be made for the impacts of <br /> any such testing . <br /> If the Resolution laboratory results do not compare favorably with the <br /> Quality Control results , the costs of the Resolution testing will be deducted from monthly <br /> estimates . No additional time will be granted for the impacts of any such testing . <br /> SUBRTICLE 120 - 10 . 3 . 1 (Page 173 ) is deleted and the following substituted : <br /> 120- 10 .3 . 1 Frequency : Conduct QC sampling and testing at a minimum <br /> frequency listed in the table below . The Engineer will perform Verification sampling and tests at <br /> a minimum frequency listed in the table below . <br /> Verification of <br /> Test Name Quality Control Verification Shoulder-Only Areas , <br /> Bike/Shared Use Paths , <br /> and Sidewalks <br /> Standard Proctor One per soil type One per soil type One per soil type <br /> Maximum Density <br /> One per four LOTS and <br /> Density One per LOT for wet conditions , the One per two LOTs <br /> first lift not affected by <br /> water <br /> One per Standard One per Standard One per Standard <br /> Soil Classification Proctor Maximum Proctor Maximum Proctor Maximum <br /> Density Density Density <br /> 121 FLOWABLE FILL . <br /> (REV 34240) (FA 5-2440) ( 141 ) <br /> SECTION 121 (Pages 179 — 18 1 ) is deleted and the following substituted : <br /> 1214 Description. <br /> Furnish and place flowable fill as an alternative to compacted soil as approved by the <br /> Engineer. Applications for conventional flowable fill include beddings ; encasements ; closures <br /> for tanks and pipes ; and general backfill for trenches , embankments and walls . Applications for <br /> cellular concrete flowable fill include beddings ; encasements ; closures for tanks and pipes ; and <br /> general backfill for embankments and walls . <br /> - 55 - <br /> FPID ( S ) : 4231864 - 58 - 01 <br />
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