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145 <br />140 <br />135 <br />130 <br />1 25 <br />120 <br />115 <br />z <br />0 110 <br />105 <br />100 <br />95 <br />9 <br />85 <br />8 0 <br />111111111111111111111111•111111VAIIIIIIMM MIL <br />�11111I�11► <br />. ■ ■ ■ •■.■■LW% <br />111111•1111111M111111=1111 <br />1111 ■■ ■ •■■111M110111► <br />■ ■■ ■ ■■■ ■. ►`111. <br />■ ■■■1111■■ 111■► <br />0 <br />5 <br />10 <br />5 <br />MOISTURE CONTENT ( %) <br />lambert anb Stood __ <br />PROJECT: RPEE <br />S -20, Colluvium in the fill, <br />SAMPLE SOURCE: approx. 25 -30' above pond level <br />WGS 84 UTM 135 0288942 4311264 <br />SAMPLE DESCRIPTION: Clay,sandy,few gravel <br />TEST METHOD: ASTM D698C <br />MAXIMUM DRY DENSITY: 101.0 pcf <br />OPTIMUM MOISTURE CONTENT:19.0% <br />LABORATORY NUMBER: 2113 <br />ROCK CORRECTION: <br />Maximum Dry Density: 103.0 pcf <br />Optimum Moisture Content: 17.5% <br />Specific Gravity: 2.143 <br />+ 3/4 inch = 9.8% of Total Weight <br />20 25 <br />30 <br />35 <br />2.8 <br />2.7 Zero Air Voids for <br />2.6 Specific Gravity <br />Rowe S <br />t Ala + M12005MT <br />1]x/12 <br />