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1 <br />125 <br />120 <br />115 <br />110 <br />u, <br />U <br />A. <br />~' 105 <br />c <br />a~ <br />0 <br />100 <br />95 <br />~Geotechnical Engineering Groner, Inc. <br />I'~ Moisture- Density Relationship <br />Project Name: Western Fuels <br />~ Sample Location: TP-2 @ 1-8 foot depth <br />Sample brought in by 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 />90 <br />85 " " ' <br />o <br />Job No. 2,243 <br />Optimum Moisture: 14.5 <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 <br />Silt & Clay: 38 <br />Zero Air Voids <br />~GS= 2.70 <br />~..-GS= 2.65 <br />5 10 15 20 <br />Moisture Content - <br />25 30 35 <br />Fig: 2 <br />Attachment 2.05.3(3)-20-52 <br />