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2008-038
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2008-038
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Last modified
3/23/2016 11:36:29 AM
Creation date
9/30/2015 11:57:55 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
02/05/2008
Control Number
2008-038
Agenda Item Number
7.DD
Entity Name
Dunkelberger Engineering & Testing
Subject
Work Order No.2 Services Agreement CR 512 Phase IV
Project Number
9611
Supplemental fields
SmeadsoftID
6859
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DUNKEengineering BBR � , � � H I I T � � ' � � <br /> Indian River County January 25 , 2008 <br /> 1801 271h Street Project No . 07- 10-2558 <br /> Vero Beach, Florida 32960 (BG 10 .2) <br /> Attention: Mr. Mike Nixon, P.E. . . . via etnail (ninixon@(rcgov. coin) <br /> Subject: Budget Estimate - Construction Materials Testing Services <br /> CR 512 Corridor Improvements — Phase 4 <br /> Indian River County, Florida <br /> Dear Mr. Nixon: <br /> INTRODUCTION <br /> As requested, Dunkleberger Engineering & Testing, Inc. (Dunkelberger) is pleased to submit <br /> this proposal for Construction Materials Testing Services during construction activities for the <br /> CR 512 Corridor Improvements - Phase 4 in Indian River County, Florida. The project will <br /> involve the re-construction and widening of approximately 2.2 miles of the existing two-lane <br /> highway into a divided highway with two lanes in each direction. We understand the project <br /> construction schedule is approximately 12 months. <br /> SCOPE OF SERVICES <br /> The scope of work described in this proposal is based on our review of civil engineering <br /> drawings prepared by Masteller & Moler, Inc . , dated January 2007, and our experience with <br /> similar projects. <br /> We envision the specific scope of our services to entail the following: <br /> Field Observations & Testh <br /> • Earthwork observations by a senior technician during the removal of AASHTO A-2-4 <br /> and A-2-6 (plastic) type soils from the roadway alignment as outlined in the project plans <br /> and specifications. Also, proof-rolling of the roadway subgrade to identify unstable soils <br /> prior to the placement of fill and/or base course. <br /> • In-place density testing during placement of the roadway embankment fill . Density <br /> testing will be performed at a frequency of at least one ( 1 ) test every 200 lineal feet of <br /> roadway, within the proposed alignment, for each 1 -foot of embankment fill placed <br /> during construction. <br /> 607 NW Commodity Cove, Port St. Lucie, Florida 34986 • Phone (772) 343-9787 9 Fax (772) 343-9404 <br />
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