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2008-173
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2008-173
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Entry Properties
Last modified
4/4/2016 1:36:15 PM
Creation date
10/1/2015 12:12:40 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
06/03/2008
Control Number
2008-173
Agenda Item Number
8.X.
Entity Name
Ardanman & Associates
Subject
Work Order No.1 Subsurface Soil Exploration
Area
1st Road from 35th Ave to 32nd Ave.
Project Number
0522
Supplemental fields
SmeadsoftID
7047
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JEW In Ardaman & Associates , Inc . May 5 , 2008 <br /> Proposal File No . y 127 3356 <br /> ueoiechrnca , Emvironmenta' anc Revised May 12, 2008 <br /> Ma-Terials Consultants <br /> EXH 13i ll � li <br /> Indian River County Board of County Commicsione - - <br /> Engineering Division <br /> 184025 lh Street <br /> Vero Beach , Florida 32960 4� ED <br /> IL!"Ul �- I <br /> Attention : Mr. Michael J . Mezzina IE C <br /> Project Designer <br /> Subject: Proposal for Soil Borings and <br /> MAY 14 2008 <br /> Construction Materials Testing Services INDIAN FII COUNTY <br /> 1 " Road from 35" Avenue to32ntlAvenue ENGINES IN DIVISION <br /> Indian River County, Florida RECD BY: <br /> IRC Project # 0522 <br /> Dear Mr. Mezzina : <br /> As requested , we are pleased to present the following proposal for conducting soil borings for the subject <br /> project. Based on information provided to us , we understand that the project includes stormwater retention <br /> swales along portions of the subject roadway that will be paved in the near future. Shallow soil stratigraphy <br /> and an estimate of the normal seasonal high groundwater table level are needed for 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 four auger borings to a depth of <br /> approximately 2 to 3 feet below the encountered groundwater table or to a maximum depth of 6 feet below <br /> ground surface, whichever is encountered first. 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 /> soil cuttings 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 report upon conclusion of the exploration . We will also provide an <br /> estimate of the normal seasonal high groundwater table level at the boring locations. <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 services are 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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