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J.H. KLEINFELDER 81 ASSOCIATES <br />GEOTECHNICAL C014SULFAMIS 0 MAIINIALS 1ISFING k" <br />No Free Groundwater Encountered. <br />ra- Zami ma Wata"! <br />A-45 <br />- LATE <br />P <br />LOG OF BORING NO. 7 T <br />Moisture <br />I <br />Dry Density <br />lb/ft' <br />Content <br />% <br />slow/ sample <br />FL No. <br />DESCRIPTION <br />USCS DESC <br />CL Brown Silty Clay <br />5- <br />52/211 SM Brown Silty Fine Sand <br />(Cemented, very dense) <br />lG- <br />54/2" <br />CL Brown Fine Sandy Silty Clay <br />15- <br />44/3" (Cemented, very dense) <br />Brown Silty Fine to Medium Sand <br />20- <br />SM <br />54/211 (Cemented) <br />Grey Brown Silty Clay/Clayey Sil t <br />35- <br />CL <br />50/2- with lenses of Gravel <br />40- <br />50/211 Red Brown Clayey Silty Fine to <br />SM . <br />Medium Sand <br />ICL Grey Fine Sandy Silty Clay <br />45- <br />56/3" <br />if Red Brown Silty Clayey Fine to <br />Medium Sand <br />50- <br />50/3" JISM (Cemented, very dense) <br />55- <br />ML Red Brown Clay Fine Sandy Silt <br />60- <br />55/211 '1 <br />Brown Silty Fine to Medium Sand <br />80- <br />UM (Cemented) <br />50/3- 1 JISM Grades with Coarse Sand and Small <br />Gravel <br />85- <br />90- <br />50/3" A ML Brown Sandy Clayey Silt <br />95 <br />- <br />!SM Red Brown Silty Gravelly Sand <br />50 2" <br />100- <br />BORING TERMINATED AT 100-1/2 FOOT <br />DEPTH. <br />J.H. KLEINFELDER 81 ASSOCIATES <br />GEOTECHNICAL C014SULFAMIS 0 MAIINIALS 1ISFING k" <br />No Free Groundwater Encountered. <br />ra- Zami ma Wata"! <br />A-45 <br />- LATE <br />P <br />LOG OF BORING NO. 7 T <br />