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6.3. SR 02-07-2005
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6.3. SR 02-07-2005
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1/21/2008 8:34:09 AM
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2/7/2005
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<br /> <br />BRAUN <br />INTERTEC <br /> <br />Braun Interlec Corporation <br />1017 109rh Avenue NE <br />Blaine, MN 55434 <br /> <br />Phone 651.4877070 <br />Fox 763 754 2750 <br />VVeb: brounintertec_com <br /> <br />December 8, 2004 <br /> <br />ProjectBN-04-06875 <br /> <br />Mr. Terry Maurer <br />City of Elk River <br />13065 Orono Parkway <br />Elk River, MN 55330 <br /> <br />Dear Mr. Maurer: <br /> <br />Re: <br /> <br />Geotechnical Evaluation, Proposed 2005 Street Improvements, Elk River, Minnesota. <br /> <br />Tue geotechnical evaluation you authorized on October 20, 2004, has been completed. The <br />purpose of the evaluation was to assist you in designing the proposed roadway improvements and <br />in preparing plans and specifications for their construction. The evaluation was performed in <br />general accordance with our October 7,2004, proposal to you. <br /> <br />Summary of Results <br />Eighteen standard penetration test borings were completed along the existing alignments. The <br />general soil profile in the borings was approximately 2 to 6 inches of bituminous pavement over <br />about 3 to 8 inches of aggregate base materials. Below the pavement section the borings initially <br />encountered existing fill consisting of mainly of poorly graded sand with silt but areas of silty <br />sand (that locally appeared organic or concealed what appe~ed to be topsoil). The fill was <br />underlain by alluvium consisting of poorly graded sand. <br /> <br />Groundwater was generally not observed though four borings in the western portion of the site <br />encountered waterbearing sands at about the 4- to 4 1/2-foot.depths. <br /> <br />Summary of Recommendations <br />Both the fill and alluvial soils generally appear suitable for use as roadway subgrade. It appears, <br />however, that these materials may be locally organic, and so we recommend that provisions be <br />made to remove organic soils having an organic content over 5 percent by weight from within 3 <br />feet of subgrade elevation (the botto~ of the aggregate base of the new pavement). To further <br />enhance subgrade strength and uniformity, we recommend surface compacting the exposed <br />subgrade soils prior to placing any additional fill, or the new pavement section. <br /> <br />p~ ('lIJii!'.{ dH;i:li..uu~~ iLnd t;."JlI. in.'HmeiHLll '.()[/.lit!:I)]) ~lnt.:! 1957 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />
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