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2007-353
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2007-353
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Last modified
6/27/2016 1:25:45 PM
Creation date
9/30/2015 11:23:04 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
10/16/2007
Control Number
2007-353
Agenda Item Number
7.M.
Entity Name
Ardaman & Associates
Subject
Work Order No.8 8th Court SW Paving Project
Area
400 Feet south of Oslo Road to Oslo Road
Project Number
0403
Archived Roll/Disk#
4010
Supplemental fields
SmeadsoftID
6647
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August 27, 2007 <br /> _ Proposal File No. 07-64-3268 <br /> Revised October 2, 2007 <br /> Geotechnical, Environmental and <br /> --_ -5 Materials Consultants <br /> it <br /> Indian River County <br /> Engineering Division ri <br /> 1801 27" Street <br /> Vero Beach, Florida 32960 <br /> Attention : Mr. Michael D . Nixon , P .E. <br /> Subject: Proposal for Limited Subsurface Soil Exploration <br /> and Construction Materials Testing Services <br /> 8" Ct. SW from 9" St. SW south approximately 400 L .F. <br /> Indian River County, Florida <br /> IRC Project #03107 <br /> Dear Mr. Nixon: <br /> As requested, we are pleased to present the following proposal for conducting two shallow auger borings and <br /> the construction materials testing services for the subject project. Based on information provided to us, we <br /> understand that the project includes constructing stormwater improvements along the subject portion of the <br /> roadway that will be paved in the near future. Shallow soil stratigraphy and groundwater table levels are <br /> needed for this phase of the project. Testing services will also be performed during the construction phase <br /> of the project. <br /> The following summarizes the requested scope of work and associated fees for conducting the subject <br /> exploration . <br /> FIELD EXPLORATION <br /> As discussed, our field exploration program will consist of performing two auger borings to a depth of <br /> approximately 6 feet below ground surface- The borings will be conducted using a 3-inch diameter hand <br /> (bucket) auger in the vicinity of the locations selected by the client. Each sample will be removed from the <br /> auger in the field and then examined and visually classified by our field personnel . Representative portions <br /> will be sealed and packaged for transportation to our laboratory for further analysis as required. Water level <br /> observations will be made in the boreholes during the drilling operation. The boreholes will be backfilled with <br /> excavated material upon completion of the field program . <br /> LABORATORY TESTING <br /> Routine laboratory visual classification will be performed along with specific classification tests deemed <br /> necessary (i.e. , sieve analysis, Atterberg limits and organic contents ). <br /> ENGINEERING ANALYSIS AND REPORT <br /> All data obtained will be made to evaluate general subsurface conditions. The data developed during the <br /> exploration will be submitted in a written data report upon conclusion of the exploration . <br /> COST ESTIMATE <br /> The costs associated with the aforementioned tasks are presented below- The total cost will not be exceeded <br /> without prior authorization. Our estimated geotechnical and construction materials testing services are <br /> itemized as follows : <br /> 460 Concourse Place NW, Unit 1 , Port St. Lucie, Florida 34986, Phone (772) 878-0072 FAX (772) 878-0097 <br /> Offices in. Bartow, Cocoa, Fort Myers. Miami, Orlando, Port Charlotte, Port St. Lucie, Sarasota, Tallahassee, Tampa, W. Palm Beach <br />
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