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2007-189
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Last modified
5/20/2016 12:17:22 PM
Creation date
9/30/2015 10:50:50 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
06/12/2007
Control Number
2007-189
Agenda Item Number
7.K.
Entity Name
Ardaman & Associates
Subject
Work Order No.6 Services Agreement
Area
101st Ave. Extension from CR 512 north to 102nd. Terrace
Project Number
0614
Supplemental fields
SmeadsoftID
6331
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IBI— - iates, Inc.Ardaman & Assoc � I i 1 \ ` <br /> Geotechnical, Environmental and <br /> Materials Consultants <br /> June 1 , 2007 <br /> Proposal File No. 07-5552 <br /> Indian River County <br /> Engineering Division <br /> 1840 25" Street <br /> Vero Beach, Florida 32960 <br /> Attention: Mr. Mike Mezzina <br /> Subject: Proposal for Soil Permeability Testing <br /> 101 " Avenue Extension <br /> Indian River County, Florida <br /> Dear Mr. Mezzina: <br /> As requested, we are pleased to present the following proposal for conducting soil permeability testing <br /> for the subject project. Based on information provided to us, we understand that the project includes <br /> stormwater retention swales along the proposed roadway extension . Shallow soil stratigraphy and <br /> permeability data and an estimate of the normal seasonal high groundwater table level are needed for <br /> the design of the swales. <br /> The following summarizes our proposed 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 five auger borings to a depth of <br /> approximately 6 feet below ground surface . The boringswill 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 <br /> the auger in the field and then examined and visually classified by ourfield personnel . Representative <br /> portions will be sealed and packaged fortransportation to ourlaboratory forfurther analysis as required. <br /> Water level observations will be made in the boreholes during the drilling operation. <br /> In addition, a shallow test pit will be excavated by hand adjacent to each of the boring locations to a <br /> depth ranging from approximately 1 to 3 feet. At the bottom of the test pit, a 3-inch diameter Shelby <br /> tube sample of soil will be obtained in a vertical orientation for permeability testing in our laboratory. <br /> A second Shelby tube sample will also be obtained from the sidewall of each test pit in a horizontal <br /> orientation. The boreholes and test pits will be backfilled with excavated material upon completion of <br /> the field program . <br /> LABORATORY TESTING <br /> Routine laboratory visual classification will be performed alongwith specificclassification tests -deemed <br /> necessary (i.e. , sieve analysis, Atterberg limits and organic contents). Constant-head laboratory <br /> permeability tests will be performed on the Shelby tube samples obtained from the test pits. <br /> 460 Concourse Place NW. Unit 1 , amort St Lucie . Florida 34986. Phone (772) 878-0872 FAX (772) 878-0097 <br /> Offices in : Bartow, Cocoa. Fort Myers. Miami , Orlando, Port Charlotte. Port St. Lucie, Sarasota, Tallahassee. famoa, W. Palm Beam <br />
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