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190 <br />129 <br />120 <br />I15 <br />w <br />U IIo <br />a <br />F IU9 <br />z <br />w <br />p <br />>- <br />a <br />p lao <br />05 <br />00 <br />&1 <br />80 <br />D <br />6 l0 19 20 25 30 <br />MOISTURE CONTENT - PERCENT OF DRY WEIGHT <br />36 ~D <br />Location: Seneca II-w GROUND ENGINEERING CONSULTAN75, INC. <br />Hole No.: J Depth: 5'-20' Sample No.: <br />it <br />-D <br />i <br />t <br />M <br />Relati <br />hi <br /> ens <br />y <br />o <br />s <br />ure p <br />ons <br />Soil Description: Sandy Clay <br />Moximum Dry Densiiy: 109.0 pcf Opt. Aoisture Content: 18.8 7. Procedure: AS'I'1d D 898-78 <br />Liquid Limit: 39 Plasticity Index: 24 Date: 11-27-91 <br />Gravel 7, Sand ~ Silt & Cley (-200) B2 ~ Job No. 9]-562 Figure 9 <br />