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tsz. <br />or <br />Moisture <br />R <br />Dry Density <br />Content <br />Blow/ <br />Sample <br />lb/h' <br />% <br />Ft. <br />No. <br />USCS <br />DESCRIPTION <br />58/2" ( <br />119 ML <br />Red Brown Sandy Silt <br />50/3'° <br />SM <br />Red Brown Silty Fine Sand <br />50/3" <br />SM <br />Brown Silty Fine to Medium Sand <br />10- <br />(Cemented, very dense) <br />38/411 <br />I <br />15 <br />54/2" <br />SM <br />Grades Red Brown Slightly Coarse <br />2 <br />50/4" <br />257 <br />55/5" <br />3 <br />50/210 <br />I <br />35- <br />50/201 <br />� <br />IIc <br />E 4 <br />50/3" ' <br />is <br />ea <br />I <br />® <br />. <br />45- <br />50/3°° <br />I <br />_ <br />7S R-1 <br />50 <br />to <br />Grades Brown, Clayey <br />BORING TERMINATED AT 50 FOOT DEPTi. <br />NOTES: <br />1. Boring Drilled on 7-15-86. <br />2e No Free Groundwater Encountered <br />I <br />i <br />I <br />3s No Caving Noted. <br />I <br />I <br />I® <br />r <br />PLATE <br />L FBORING2 <br />J.H. KLEINFELDER & ASSOCIATES <br />C1011CMNICAI CONSULIAWS 0 MAti M1Al) It SLING <br />A-46 <br />° <br />