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COMPACTION TEST REPORT <br /> Curve No.: Soi1813 <br /> Project No.: 17-I 137 Date: 7-27-2017 <br /> Project: Jeffco Gravel Mine <br /> Client: Civil Resources <br /> Location: Jeffco Gravel Mine A <br /> Sample Number: Soi1813 <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= 37 Plasticity Index= 15 <br /> % < No.200= 20.3 <br /> ROCK CORRECTED TEST__S_T_ RESULTS j UNCORRECTED <br /> Maximum dry density..- 132.8 pcf i 126.8 pcf <br /> Optimum moisture= 7.5% 9.2% <br /> 140 : : _ biliN Test specification: <br /> ._ i . _ ASTM D 1557-07 Method A Modified <br /> y_ 1 ASTM D 4718-87 Oversize Corr. Applied to Each Test Point <br /> r , Alilk. <br /> 130 ---- -•--{- -- '1�&. <br /> - i- 4- I-All .. k <br /> 120 —1- ' „ 100% SATURATION CURVES <br /> ai r FOR SPEC. GRAY. EQUAL TO: <br /> I. °IASI ------ 2.8 <br /> 1 ilkikwill� <br /> 2.7 <br /> a 110 --HI1111101. 2.6 <br /> c i i 1 1_ il 7\ <br /> .0 4 , 4 . <br /> ,4 <br /> r 100 —}---4 ,— -f -- -T - , , -2-4 <br /> HI <br /> • • . .� 1 t <br /> 1 • i 1 ' ' I b* °*‘41 A <br /> : I --I I: d 1 1 -i -F • I i ! • : I : i ! . - • - ! 4%*444444.414 <br /> 80 —• ----- -- --E 11- •• + ; f r ,—; ; - . , • - •- •-- <br /> I <br /> . . ! ! II <br /> . ,` . . . <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 />