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2009-302
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Last modified
3/17/2016 9:42:09 AM
Creation date
10/1/2015 3:59:30 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
11/17/2009
Control Number
2009-302
Agenda Item Number
8.I.
Entity Name
Universal Engineering Sciences Inc.
Subject
Work Order No.2 Oslo Road Paving and Parking Lot Project
Area
Oslo Road east of US 1
Supplemental fields
SmeadsoftID
10882
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Viera Medical Office Park October 1 , 2009 <br /> Universal Proposal Number 0330. 0909. 00012 3 <br /> until all of the particles smaller than the sieve size leave the sample . The percentage of <br /> the <br /> material finer than the No . 200 sieve helps determines the textural nature of the soil sample and <br /> aids in evaluating its engineering characteristics . <br /> Further, organic content tests will be performed in accordance with ASTM D 2974 ( Standard <br /> Test Methods for Moisture , Ash , and Organic Matter of Peat and Other Organic Soils ) . We <br /> estimate that three ( 3 ) samples will be required for this type of analysis . <br /> Six ( 6 ) constant head permeability tests will be performed on soils sampled form the proposed <br /> dry retention ( swale ) areas to determine the infiltration characteristics of the soil types . <br /> Analysis and Engineering Report <br /> Universal will prepare a geotechnical engineering report for the project , which will respond to the <br /> proposed development . The report will be prepared under the direction of a professional <br /> geotechnical engineer registered in the State of Florida who specializes in consulting <br /> engineering . The report will summarize the field and laboratory services performed and provide <br /> an engineering analysis of the site soil and groundwater conditions with special attention to <br /> potential subsurface conditions that may hinder development . The final report will include the <br /> following : <br /> • Methodology and results of the field exploration <br /> • Results of the laboratory testing program <br /> • Estimates of the typical wet season groundwater level at the boring locations <br /> • Recommendations concerning site preparation procedures and pavement design <br /> parameters . <br /> • General comments concerning the anticipated infiltration characteristics of the dry retention <br /> basin subsoils and the possible usages of the wet detention lake subsoils as structural fill for <br /> the proposed pavement areas . <br /> SCHEDULING AND COST ESTIMATE <br /> The field work can be scheduled to begin , based on our present schedule , within one week after <br /> receiving the written authorization to proceed . Universal expects the field work to require one <br /> week to complete . Our laboratory testing analysis and report preparation will require <br /> approximately two weeks to prepare after completion of the field work . A final geotechnical <br /> report should be submitted within four weeks from receiving the written authorization to proceed . <br /> If this schedule needs to be amended or if special scheduling consideration is required please <br /> advice us . <br /> The fee for the subsurface exploration and geotechnical engineering report is $4 , 164 . 00 . This <br /> estimate will not be exceeded without prior written authorization . For specific terms of the <br /> proposed work , please refer to the attached Schedule of Services and Fees , and the General <br /> Notes . <br />
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