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am <br />25 <br />We <br />35 <br />40 <br />W <br />Dry Density <br />lb/ftj <br />Moisture <br />Content <br />% <br />slow/ <br />Ft. I <br />Sample <br />No. <br />I Uscs <br />DESCRIPTION <br />13'i <br />ML <br />Brown Sandy Silt <br />50/3" <br />50/311 <br />SM <br />Red Brown Silty Clayey Fine to <br />Medium -Sand <br />(Cemented, very dense) <br />50/2" <br />50/2" <br />48/31- <br />50/2" <br />IN ML� <br />Brown Fine Sandy Clayey SiltorAx-d <br />50/21- <br />SM <br />Brown Silty Medium to Coarse Sand <br />(.Cemented) <br />50/3" <br />SM <br />Brown Silty Fine Sand <br />(.Cemented) <br />50/201 <br />A <br />50/3" <br />ML <br />Brown Sandy Silt (Hardt <br />I 50 2" <br />BORING TERMINATED AT 51 FOOT <br />DEPTH. <br />NOTES: <br />1. Boring Drilled on 7-16-86. <br />2. No Free Groundwater Encountef <br />3. No Caving Noted. <br />j ii <br />J.H. KLEINFELDER & ASSOCIATES <br />GEOUCHNICAL CONSWANIS 0 MAIIKIAtt IWING k" <br />O, S-1008-38 <br />LOG OF BORING NO. 5 W, <br />i <br />-ME <br />