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f.~ <br />1 <br />Geoteeluucal Engineering Groner, Inc. <br />I'~ Moisture- Density Relationship <br />Project Name: Western Fuels <br />Sample Location: TP-2 @ 1-S foot depth <br />Sample brought in 6y others <br />Sample Description: Sand, clayey, silty to <br />slightly gravelly <br />Test Method: ASTM D698, method A <br />. Maximum Dry Density: 114.5 pcf <br />Optimum Moisture: 14.5 <br />11 <br />11 <br /> <br />.~ <br />c <br />a~ <br />0 <br />r?^ <br />0 <br />1 <br />Rock Corrected <br />Maximum Dry Density: pcf <br />Optimum Moisture: <br />Liquid Limit NL <br />Plasticity Index: NP <br />Gravel: 3 <br />Sand: 59 °fo <br />Silt 6 Clay: 38 <br />Zero Air Vofds <br />95 <br />90 <br />85~ <br />' 0 <br />v No. 2,243 <br />• <br />5 10 15 20 <br />Moisture Content - <br />REVISED MARCH 2006 <br />Attachment 2.05.3(3)-14-33 <br />2.70 <br />2.65 <br />25 30 35 <br />Fig. 2 <br />