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145 <br /> ZERO AR VM a RVES <br /> SPEC <br /> 140 GRAVRY= 280 <br /> sPEc� <br /> GRAvffY= Z70 <br /> SPECflc <br /> 135 GRAVRY= 260 <br /> 130 <br /> 125 <br /> U 120 <br /> I <br /> >- TEST METHOD <br /> Z tts <br /> o ASTM: D698-91 C <br />-- AASHTO: <br /> o <br /> 110 <br /> DATE: 10/11/95 <br /> Oversize Correction <br /> 105 ASTM D4718 <br /> Bulk S.G. = 2.52 <br /> Absorption % = 2.2 <br /> 100 <br /> 95 <br /> 90 0 5 10 15 20 25 30 <br /> MOISTURE CONTENT — PERCENT OF DRY WEIGHT <br /> MAXIMUM DRY DENSITY: 131.6Pcf OPTIMUM MOISTURE CONTENT: 8.1 % <br /> SOIL TYPE: Gravelly, Clayey Sand GRAVEL: 31 % LIQUD LIMIT•• 25 <br /> SAND: 35 % PLASTICITY INDEX: 8 <br /> SAMPLE NO.: 1 SILT AND CLAY(-200): 34 <br /> LOCATION: Dam 4 - Zone 1 BORING NO.: DEPTH: <br /> PS FIG. <br /> 95-435 <br /> Kumar & Associatcs MOISTURE—DENSITY RELATIONSHI 1 <br /> T <br />