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i <br /> PROCTOR TEST EPORT <br /> 99 ZAV for <br /> , Sp.G._ <br /> _ -- — -- _- -- — — �- - <br /> - — -- -- 2.65 <br /> 98 <br /> 0 <br /> 97 <br /> U <br /> a <br /> T <br /> .N <br /> C <br /> N <br /> � <br /> T <br /> � <br /> 96 <br /> 95 <br /> 94 <br /> 13.5 15 16.5 18 19.5 21 22.5 <br /> Water content,°/a <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 /> CL/SC 2.65 2.4 5 L 1 <br /> TEST RESULTS MATERIAL DESCRIPTION <br /> -------- - <br /> _ _ __ -_ <br /> Maximum dry density=97.7 pcf Sandy Lean CLAY,Brown <br /> Optimum moisture= 18.5% <br /> — --_ -----__ _— <br /> Project No. 14-681 Client: Gonyea Homes ,Remarks: <br /> Project: 75 Bayside I Assumed Specific Gravity 2.65 <br /> 'OLocation:95'S of North End of Wall Sample Number: P-1 <br /> Haugo GeoTechnical Services, LLC <br /> Maple Grove, Minnesota Figure <br /> Tested By: Matt Sandhoefner <br />