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OPTIMUM WATER CONTE 9% <br /> MAX. DRY UNIT WEIGHI4 127. 5 lb/ft' <br /> 145 <br /> 140 <br /> 135 <br /> w <br /> u <br /> a <br /> L 130 <br /> Q] <br /> 3 <br /> T � <br /> L 125 <br /> t- <br /> C <br /> 120 <br /> Boring No. B-3/ O-8ft <br /> Materiel ; Silty SAND <br /> 115 Test Method =RSTM 01557 <br /> Zero RIr Voids Curves <br /> (Gs =2. 65 to 2. 75) <br /> 1100 5 10 is 20 25 <br /> Molsture Content , percent <br /> COMPACTION TEST RESULTS <br /> PSE-San Joaquin Cogeneration facility <br /> Lathrop, California <br /> � < cLc a o PLATE 28 <br />