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COMPACTION TEST REPORT <br /> Curve No.: SoiI814 <br /> Project No.: 17-1137 Date: 7-27-2017 <br /> Project: Jeffco Gravel Mine <br /> Client: Civil Resources <br /> Location: Jeffco Gravel Mine B <br /> Sample Number: Soi1814 <br /> Remarks: <br /> MATERIAL DESCRIPTION <br /> Description: Clayey Sand with gravel <br /> Classifications - USCS: (SC)g AASHTO: A-2-6(0) <br /> Nat. Moist. = Sp.G. = <br /> Liquid Limit= 33 Plasticity Index= 14 <br /> % < No.200= 18.6% <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED <br /> Maximum dry density= 131.5 pcf---_-----_--- 126.7 pcf - - - _- --- - <br /> Optimum moisture= 8,3% 9.8°Ai <br /> 140 Test specification: <br /> Ell :il <br /> ASTM D 1557-07 Method A Modified <br /> t . ASTM D 4718-87 Oversize Corr. Applied to Each Test Point <br /> 130 WI <br /> ? ��_``;, <br /> 0k <br /> 120 -1 ��4100% SATURATION CURVES <br /> FOR SPEC. GRAY. EQUAL TO: <br /> I • - J i- -- <br /> gip <br /> 1 <br /> a 110 , � 116, - 2.6 <br /> , i <br /> -,s <br /> -� r t <br /> 0 1004 ' , % <br /> 1 , — -1 <br /> „ - . <br /> 1 : : : <br /> , . <br /> . 1 : <br /> 90 I tI { <br /> i : ; i j : J <br /> I . 1 ! I j1- t t . -1 iI j <br /> 80 - + +— - :— f -- —1. -+ : 1 ` { <br /> 70 { I , ! , , 1 I <br /> 0 5 10 15 20 25 30 35 40 <br /> Water content, % <br /> ----•-- Rock Corrected - -o-- Uncorrected <br /> Figure <br /> GROUND ENGINEERING CONSULTANTS, INC. <br />