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N O RT H W E S T COLORADO CONSULTANTS <br /> <br />ISp ST EA MBOAT SP RI NG S t;O LORADO <br /> I I I I <br /> i <br /> <br /> <br />Iz! <br /> I l i I I <br /> I I I I <br /> I <br /> I I I <br />IA I I <br /> I <br /> I I i ZERO AIR VOID CURVES <br /> <br /> V <br />ns <br />I <br />i <br />i <br />I <br />I <br />SPECI FI C GRA <br />ITY = 2. BO <br /> I I I SPECI FI C GRAVITY = 2. 70 <br /> I , ~ <br /> I I I SPECI FI C GRAM TY = 2. 60 <br />Ix. ~ <br />U I{~ <br /> <br />I j <br />~- I I I <br />E•- I I I I I I I <br />~ us I <br />Z <br />W <br /> <br />Y <br />0 IN <br /> <br /> I I I I I I I I i\ <br /> I I I I <br /> i I I <br />95 I I I I <br /> I <br /> I <br /> I <br /> I I <br />9p I I I~ <br /> I I I <br /> I I <br /> I <br /> I <br />.p <br /> I I \ <br /> I I I I <br /> I I I I I I <br /> I I I I 1 <br />H <br />i 5 1p 16 .p 26 ]p ]6 ip <br />'d0[STURE CONTENT - PERCENT OF DRY '1YE[GHT <br />Location: Haul ftoed G, Seneca fI lfeat, Routt County, Colorado MOISTURE - DENSITY <br />Hole No.: -- Depth: -- Sample No.: 3 RELATIOr15HIP _ <br />Soil Deacr]ption: Sandstone/Sil teto ne, Light Brown <br />Maximum Drv Denait v: 112.9 pef Opt. Moiatu re Content: 13.8 ~ Procedure: ASTM 0698 <br />Liquid Limit: -- Plan t{c]ty Index: NP Date: 8/18/92 <br />Cravel: -- Sand: -- S11t & Clay (-200): M167. I Job No. 92-ILOO <br /> <br /> <br />_J <br />