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<br /> <br /> <br /> <br />50 i <br />Zero Air Void Curves <br />Ga=2.50 G5=2.60 Ga=2.70 <br /> <br />I I <br /> <br /> <br /> <br />I <br /> <br /> <br /> <br />! <br /> I I <br /> I <br /> <br /> -t <br /> <br /> <br />140 <br /> <br /> <br /> i <br /> <br /> ' <br />130 <br />I <br /> <br /> i <br />L LL <br />U <br /> I I <br /> I <br />. 120 <br /> <br />F yJ <br />N -? <br />C 1 <br /> <br /> <br />110 <br /> <br />o <br /> <br /> <br /> <br /> <br />100 <br /> <br /> <br /> M <br /> = K E <br /> <br /> I <br /> <br />90 <br /> <br /> <br /> E l i o <br /> <br /> <br />80 <br />E <br />0 <br /> <br />5 10 15 20 <br />Moisture Content - % <br />j <br />25 30 <br /> <br />iftame: 18 Left Shaft PROCTOR TEST <br />a ple Location: THrS 1-8 RESULTS n Wept Colirado ;onplOtago, "I'M <br />Soil Description: Clay Sample No. 1P <br />Geotecftrcml / EnNro mental Enaineemp Materieh Tesunp <br />n <br />Maximum Dry Density: 102.3 pcf Opt. Moisture Content: 20.9 % Procedure: ASTM D698 <br />(970)879-7888 fax (970)8747897 <br />Liquid limit: 47 % Plasticity Index: 33 % Date: 2/23/09 2580 Copper Ridge Dne <br />Steamboat Springs, Colomdo 80487 <br />Gravel: 0 % Sand: 3 % Silt & Clay (-200): 97 % Job. No. 08-8241 Figure: #9