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PROCTOR TEST REPORT <br /> ZAV for <br /> 108.5 ' ' Sp.G. _ <br /> —_ __ _ 2.65 <br /> o � <br /> 107 <br /> � <br /> ,� 105.5 <br /> U <br /> d <br /> ..�'- — <br /> .� <br /> � <br /> � <br /> � <br /> � 104 <br /> 102.5 <br /> 101 <br /> 10.5 12 13.5 15 16.5 18 19.5 <br /> Water content, % <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 /> CLML 2.650 <br /> TEST RESULTS MATERIAL DESCRIPTION <br /> _ — — - — --— _ <br /> Maximum dry density= 107.2 pcf CLML Clayey Silt Light Brown <br /> Optimum moisture= 15.3 % <br /> �—— — _— -- _— --- _ — <br /> i Pro�ect No. 16-0923 Client: JS Stewart IlRemarks: <br /> 'I Project: 1535 Bohn Pt.Rd. I Assumed Sp.G.of 2.650 <br /> Date: 1 1-8 � <br /> ��Location: Garage SW Middle Sample Number: P-2 ii <br /> Haugo GeoTechnical Services, LLC II <br /> I� Maple Grove, Minnesota Ili Figure <br /> Tested By: _Roxie _ <br />