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Ardaman & Associates , Inc . <br /> Geoteahnica,, . ir Fient- and January 16 , 2007 <br /> � <br /> = a[el'iale consUTa <br /> n<.anis <br /> Proposal File No . 07-64-3136 <br /> Indian River County , t <br /> Board of County Commissioners :fee <br /> Engineering Division - <br /> 1840 25" Street <br /> Vero Beach , Florida 32960-3365 <br /> Attention : Ms . Michelle A. Gentile <br /> Subject : Proposal for Subsurface Soil Exploration and <br /> Geotechnical Engineering Evaluation <br /> 56" Place Bridge north of 53rtl Street <br /> Indian River County, Florida <br /> Ladies and Gentlemen : <br /> As requested , we are pleased to present the following proposal for conducting a subsurface soil <br /> exploration and geotechnical engineering evaluation for the subject project . This proposal presents <br /> our approach to the project which was discussed with your project structural engineer, Bridge <br /> Design Associates , Inc. and includes an estimate of field exploration and laboratory testing <br /> quantities as well as geotechnical engineering services needed for the evaluation of the data <br /> obtained and preparation of a report. <br /> We understand that the project includes the design and construction of a bridge crossing over <br /> North Relief Canal , supported on prestressed concrete piles . <br /> The following summarizes our proposed scope of work and associated fees for conducting the <br /> subject exploration . <br /> FIELD EXPLORATION <br /> Our field program will include conducting four Standard Penetration Test (SPT) borings to depths <br /> of 60 and 75 feet. One boring will be completed to a depth of 60 feet and one boring will be <br /> completed to a depth of 75 feet at each end of the proposed bridge over North Relief Canal . The <br /> borings may be completed to shallower (or deeper) depths depending on the soil conditions <br /> encountered during the performance of the borings . The SPT borings will be drilled using a <br /> procedure similar to the Standard Penetration Test outlined in ASTM D- 1586 . The borings will be <br /> sampled at 18-inch or 24-inch intervals to 10 feet deep and at 5-foot intervals below 10 feet . Each <br /> sample will be removed from the sampler in the field and then examined and visually classified by <br /> our crew chief. Representative portions will be sealed and packaged for transportation to our <br /> laboratory for further analysis as required . Water level observations will be made in the boreholes <br /> during the drilling operation . <br /> 460 Concourse Place NW, Un'.t 1 , Port Si. Lucie, Flonda 54986, Phone (772) 878-00'2 FAX (777_) 678-0097 <br /> Offices In: Bartow, Cocoa. Foo Myers, Miarni, Orlando, Port Chadotle, Por: St. Lucie, Sarasoc , -anahassee, Tames, Vv, Patin Leach <br />