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6.1.B. SR 12-18-2006
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6.1.B. SR 12-18-2006
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1/21/2008 8:36:43 AM
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br />337 31ST AVENUE SOUTH. PO BOX 325. WAITE PARK, MN 56387 <br />OFFICE: 320-253-4338. FAX: 320-253-4547 <br /> <br />November 29,2006 <br /> <br />Mr. John Anderson, P.E. <br />City of Elk River <br />13065 Orono Parkway <br />Elk River, Iv1N 55330 <br /> <br />RE: 06-507B <br /> <br />Report of Geotechnical Exploration <br />2007 Street Reconstruction <br />Deerfield 3rd Addition Improvements <br />Elk River, Minnesota <br /> <br />Dear Mr. Anderson: <br /> <br />Independent Testing Technologies, Inc. is pleased to submit the results of our subsurface <br />investigation program for this project in Elk River, Minnesota. This report represents our <br />work for this project as authori~ed by you. It includes our recommendations regarding <br />earthwork, fill and compaction, utility installation, subgrade preparation, and pavement <br />design. Three copies are enclosed. <br /> <br />The soils on this site are moderately well suited for the proposed utility installation and <br />street reconstruction. The majority of the soils encountered were glacial till soils <br />consisting of fine to medium grained, silty sands (SM) with gravel. These soils are <br />susceptible to moisture variations. Soil samples obtained during our investigation will be <br />stored at our office for thirty days after the date of this report. After that time, they will <br />be disposed of unless you advise otherwise. <br /> <br />Mr. Anderson, it has been our pleasure to work with you on this project. Please contact <br />us if you have any questions or need additional services. <br /> <br />Sincerely, <br /> <br />paZ~. ~~ P.E. <br /> <br />Iv1N Registration #22037 <br />
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