Laserfiche WebLink
10 <br />30 <br />40 <br />99 <br />. ta, <br />70 <br />2 <br />100 <br />Dry Density <br />Ib/ftp <br />Moisture <br />Content I Blow/ I Sample <br />% I Ft. No. <br />I USCS <br />DESCRIPTION <br />ML <br />Grey -Tan Cemnted Silt/Clay. <br />CL <br />30/6' <br />ML <br />Grey -Tan Cemented Clayey silt/Very Fine <br />34/6" SM <br />Sand. <br />50/5' <br />82 <br />18 <br />I <br />:52/6'1 <br />50/6". <br />40/3°'1 ��' <br />Light -Brown Cemented Silt/Clay. <br />CL <br />I150/4 <br />Light -Red -Brown Cemented Clayey Silt/ <br />10 SM <br />Very Fine Sand. <br />144/6'° <br />:54/611 I SM <br />Dark -Brown Cemented :%editm•.Sand`Silty Sang <br />1inI SP <br />134/61" CL <br />Light -Red -Brown Cemented Silty Clay. <br />i <br />i <br />I � <br />I <br />i <br />i <br />I <br />BORING TERMINATED AT 100 -FOOT DEPTH. <br />i <br />• J.H. KLEINFELDER & ASSOCIATES <br />LOG OF BORING NO. 6 PLATE <br />CEOTECHNICAL CONSULTANTS • MATERIALS TESTING k" <br />XI <br />PROJECT NO. S-1008-35 <br />