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Moisture � <br /> Dry Density i'� Content Blow/ sample <br /> IblE13 :a Ft. No. USCS DESCRIPTION <br /> Town ery i ty Fine Very Sandy Clay. <br /> F. <br /> SM Brown Silty Fine Sandy with Minor Gravels. <br /> 2 4 <br /> ML Brown Very Fine Sandy Silt. <br /> M Brown Silty Fine Sand. <br /> i <br /> Brom-Tan Very Fine Sandy Silt. <br /> 6- <br /> 10- <br /> 12- <br /> 14- <br /> L6. 1012 14 <br /> J 1 i <br /> III - I <br /> BORING TEp,,maTED AT 15-FOOT DEPTH. <br /> = 16 f NOTES: <br /> 1. Boring drilled on 2-22-85. <br /> l <br /> 2. No free groundwater encountered. <br /> I. 3. No caving noted. <br /> ! �I <br /> f <br /> I � <br /> t_ <br /> DER & ASSOCIATES LOG OF BORING NO, 3 PLATE <br /> J.H. KLEINEE <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br /> ` V <br /> 1 jib PROJECT NO. S-2568-11 <br /> i lHK&,+FORM R-22 <br />