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Moisture I <br /> Dry Density Content Blow! 5amPle <br /> lb/its . Ft. No. USCS DESCRIPTION <br /> Fj 30--,' CONTINUED FROM PREVIOUS PAGE <br /> ML TAN CLAYEY SILT <br /> l + <br /> 32- <br /> Sm 25M SILTY SAND AND GRAVEL <br /> F34- GM <br /> I <br /> 36 <br /> 3$ <br /> GROUNDWATER ENCOUNTERED <br /> 40 <br /> I ML TAN SLIGHTLY CLAYEY SILT <br /> 3 <br /> 42- <br /> -4 <br /> 2-4 56 <br /> J i I <br /> C j i <br /> w 5 8 <br /> �j E <br /> ML TAN SLIGHTLY CLAYEY SILT <br /> I I i <br /> 62 i GP CLEAN SANDY GRAVEL <br /> F: <br /> r i <br /> � I <br /> � E <br /> w., <br /> E BORING TERMINATED AT 65-FOOT DEPTH. <br /> 66 ; NOTES: . <br /> 1. BORING DRILLED ON 1--30-90. <br /> 2 . GROUNDWATER ENCOUNTERED AT 39-FOOT <br /> DEPTH. <br /> 3 . CAVING OF GRAVEL NOTED. <br /> FFl, I <br /> LOG OF BORING NO. s PLATE <br /> 2 OF 2 <br /> KLEIN FELDER <br /> t. VII <br /> PROJECT NO. 20-2983-02 - <br /> �, R-22 <br />