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190 <br />IES <br />120 <br />115 <br />w <br />() 110 <br />a. <br />~ t0! <br />z <br />w <br />Q <br />~- <br />a <br />q laD <br />os <br />Location: Seneca ]I-W <br />Hole No.: M Depth: 1'-9' <br />Soil Description: Sandy Clay <br />Maximum Dry Density: 111.8 pcf <br />Liquid Limit: 31 <br />Gravel % Sand X <br />Opt. Moisture Content: 14.8 7. <br />Plasticity Index: 20 <br />Silt & Cley (-200) 88 <br />GROUND ENGINEERING CONSUI.TAN7S, INC <br />Moisture-Density Relationship <br />Procedure: ASTM D 89B-78 <br />Date: 11-27-91 <br />Job No. 91-562 Figure 10 <br />eo <br />D 6 lD 16 20 25 30 36 ID <br />MOISTURE CONTENT - PERCENT OF DRY WEIGHT <br />