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, <br /> � <br /> PROCTOR TEST EPORT <br /> 117.5 I <br /> �— ' -— <br /> 1 1° 1 1 <br /> 115 — ZAV for <br /> Sp.G._ <br /> 2.65 <br /> 112.5 <br /> U <br /> a <br /> T <br /> N <br /> C <br /> N <br /> � ! <br /> � <br /> � <br /> 110 <br /> 107.5 <br /> 105 <br /> 7.5 9 10.5 12 13.5 15 16.5 <br /> Water content, o <br /> Test specification: ASTM D 698-07 Method A Standard <br /> Elev/ Classification Nat. %> %< <br /> Depth USCS AASHTO Moist. Sp.G. LL P� #q No.200 <br /> SC 2.65 4.6 29.1 <br /> TEST RESULTS MATERIAL DESCRIPTION <br /> Maximum dry density— 115.1 pcf Clayey SAND,Dark Brown <br /> Optimum moisture= 12.1 % <br /> Project No. 14-681 Client: Gonyea Homes Remarks: <br /> Project: 75 Bayside Assumed Specific Graviry 2.65 <br /> OLocation:44'S ofNorth End of Wall Sample Number:P-2 <br /> Haugo GeoTechnical Services, LLC <br /> Ma le Grove Minnesota . _. Figure <br /> Tested By: Matt Sandhoefner <br />