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145 <br /> ZERO AR VOD CURVES <br /> 140 SKCFC <br /> MAVIfY= 2.80 <br /> SPECc <br /> 0RAV11Y= 270 <br /> SKCi1C <br /> 135 QUWN= 2.60 <br /> 130 <br /> 125 <br /> U 120 <br />_ I <br /> >_ TEST METHOD <br /> z 1,s <br /> o ASTM: D698-91C <br /> >- <br /> o AASHTO: <br />- 110 <br /> DATE: 10/11/95 <br /> Oversize Correction <br /> 105 ASTM D4718 <br /> Bulk S.G. = 2.50 <br /> Absorption % = 2.2 <br /> 100 <br /> 95 <br /> 0 5 10 15 20 25 30 <br /> MOISTURE CONTENT - PERCENT OF DRY WEIGHT <br /> MAXIMUM DRY DENSITY: 130.0 pcf OPTIMUM MOISTURE CONTENT: 9.0 <br /> SOIL TYPE: Clayey, Gravelly Sand GRAVEL:- 33 % LIQUID LIMIT: 29 <br /> SAND: 45 % PLASTICITY INDEX: 11 <br /> SAMPLE NO.: 2 SILT AND CLAY(-200): 22 <br /> LOCATION: Dam 4 - Zone 2 BORING NO: DEPTH: <br /> 95-435 Kumar & Associates MOISTURE-DENSITY RELATIONSHIPS FIG. 3 <br />