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r <br />t t <br />Zero Air Void Curves <br />150 G5=2.50 Ge=2.60 G5=2.70 <br /> <br /> <br /> <br /> <br /> I <br />11 <br />N <br /> <br />I <br /> <br />I <br /> I <br /> I <br /> <br /> <br />140 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> I I ' <br />130 <br /> <br /> <br /> <br /> <br /> <br /> <br />U ' <br /> <br /> I <br />120 <br /> <br /> <br /> <br />' <br />N <br /> <br /> <br /> <br /> <br />110 <br /> <br /> <br /> <br />0 <br /> <br /> <br /> <br /> I <br />100 <br /> <br /> I <br /> <br /> <br /> f i l l <br /> <br />90 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />lite <br />80 <br />0 5 10 15 20 25 30 <br />Moisture Content - % <br /> <br />J <br /> <br />ame: 18 Left Shaft PROCTOR TEST <br />Sa ple Location: TH's 1-8 RESULTS <br />.r 4 <br />Soil Description: Claystone Bedrock Sample No. 2p Iftsolfto <br />Geotechmml I Envlmnme- Engi-n W - Materiels Tas4rq <br />Maximum Dry Density: 104.6 pcf Opt. Moisture Content: 19.0 % Procedure: ASTM D698 <br />(970)879-7888 Fax (970)87&7891 <br />Liquid Limit: t11 % Plasticity Index: 26 % Date: 2/23/09 2580 Copper Ridge Drive <br />Steamboat Spnngs, Colorado 80x87 <br />Gravel: 0 % Sand: 9 % Silt & Clay (-200): 91 % Job. No. 08-8241 Figure: #10