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7chnica' <br /> Engineering Gip, Inc <br /> ti sture- Density Reiationship <br /> ' 150 Project Name: Unaweep Quarry <br /> I lilt Ill <br /> ' Sample Location: TP-1 through 3 @ 0- <br /> 145 Sample Description: Gravel, sandy, sil (GM) <br /> 1 1 <br /> Test Method: ASTM 0698, method C <br /> 140 Maximum Dry Density: 133.0 pcf <br /> I tit till It <br /> I 1 <br /> Optimum Moisture: 8.5 % <br /> I <br /> I <br /> I 1 <br /> 135 <br /> ' Liquid Limit: NL <br /> Plasticity Index: NP <br /> Gravel: 61 % <br /> 130 <br /> tilli <br /> Sand: 32 % <br /> 1 I 'i I <br /> 1Q I Silt & Clay: 7 % <br /> [ it tit125 <br /> 11111 till ( <br /> a� <br /> tit It ill till it . <br /> 11 11 If till it <br /> I lilt tit lilt <br /> 0 <br /> ' 120 <br /> Zero Air Voids <br /> 115 GS= 2.70 <br /> GS= 2.65 <br /> till <br /> I I <br /> I <br /> II I I II <br /> 110 <br /> I 1 <br /> 1 I <br /> I <br /> 1 I I I <br /> I I <br /> E±�± <br /> 105 1 I <br /> 0 5 10 15 20 <br /> Moisture Content - <br /> 'Job No. 593 Fig. 7 <br />