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PROCTOR TEST REPORT <br /> 124 <br /> 1 . ° 122.4 <br /> 122 <br /> ,� 120 <br /> U <br /> d <br /> � <br /> N <br /> C <br /> � <br /> � <br /> � <br /> � <br /> 118 - <br /> 116 <br /> ZAV for <br /> Sp.G. _ <br /> � 2.65 <br /> 114 <br /> 7.5 9 10.5 12 13.5 15 16.5 <br /> Water content, % <br /> Test speCifiCatlon: ASTM D 698-07 Method A Standard <br /> ASTM D 4718-87 Oversize Corr.A lied to Each Test Point <br /> Elevl Classification Nat. %> %< <br /> Depth USCS AASHTO Moist. Sp.G. LL P� � No.200 <br /> SPSM 2.650 6.2 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> __ _ —--- _ _ - — ---;-- <br /> I SPSM Poorly Graded Sand with Silt Dark <br /> Maximum dry density= 122.4 pcf 120.4 pcf Brown <br /> Optimum moisture= 10.9% � 11.5 % <br /> _--- _- =_- --- <br /> Project No. 16-0923 Client: JS Stewart ,Remarks: <br /> i PrOjeCt: 1535 Bohn Pt.Rd. ;�Assumed Sp.G.of 2.650 <br /> Date: 11-7-16 <br /> IC Location: Sports Court Sample Number: P-] <br /> Haugo GeoTechnical Services, LLC <br /> I _ Maple Grove,_Minnesota Figure <br /> �__ <br /> Tested By: _Roxie ______._ . <br />