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. <br /> . <br /> PROCTOR TEST REPORT <br /> 143 ' <br /> - - -� - <br /> } -- <br /> 138 <br /> � o <br /> ,� 133 <br /> U <br /> Q <br /> T <br /> .� <br /> C <br /> � <br /> � <br /> � <br /> � <br /> 128 <br /> 123 <br /> ZAV for <br /> Sp.G. _ <br /> 2.65 <br /> 118 <br /> 4.5 6 7.5 9 10.5 12 13.5 <br /> Water content, °/a <br /> Test speCifiCation: ASTM D 698-07 Method A Standard <br /> ASTM D 4718-87 Oversize Corr.A lied to Each Test Point <br /> Elev/ Classification Nat. %> %< <br /> Depth USCS AASHTO Moist. Sp.G. LL P� �q No.200 <br /> SPSM 2.650 13.3 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> -- _ _ __ __ _— _ <br /> Maximum dry denslty= 132.6 pCf i 128.7 pcf SPSM Poorly Graded Sand with Silt Light <br /> , Brown <br /> Optimum moisture=83 % �' 9.2% <br /> -- -- - - - <br /> Project No. 16-0923 Client: JS Stewart Remarks: <br /> Project: 1535 Bohn Pt.Rd. Assumed Sp.G.of 2.650 <br /> Date: 11-8-16 <br /> �Location:NW Garage Corner Sample Number: P-4 <br /> Haugo GeoTechnical Services, LLC <br /> �___ Mapl_e Grove, Minnesota � Figure <br /> Tested By: Dmitriy _____ <br />