Laserfiche WebLink
0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />W. <br />c <br />80 <br />s - <br />1 a <br />0 <br />90 <br />100 <br />Dry Density <br />MAP <br />Moisture <br />Content I Blow/ I Sample <br />% Ft. ! No. I USC, <br />DESCRIPTION <br />I <br />ML <br />Grey -Tan Cemnted Silt/Clay. <br />CL <br />30/6' <br />ML <br />Grey -Tan Cemented Clayey silt/Very Fine <br />34/61"0 SM <br />Sand. <br />50/5'ry <br />82 <br />18 <br />I <br />'52/6" <br />50/6' <br />40/3" ML ELight-Brown <br />Cemented Silt/Clay. <br />Ii50/4J <br />ML <br />Light -Red -Brown Cemented Clayey Silt/ <br />SM <br />Very Fine Sand. <br />144/6" <br />I <br />I SM <br />Dark -Brown Cemented :sedi=•.Sand/'Silty Sand <br />SP <br />i,:54/611in <br />34/6111 <br />ht <br />74 <br />CL <br />Li -Red -Brown Cemented Silt Cla . <br />9 Y Y <br />I <br />I <br />I i <br />I <br />i <br />I <br />� <br />� <br />i <br />� <br />I <br />BORING TERMINATED AT 100 -FOOT DEPTH. <br />J.H. KLEINFELDER & ASSOCIATES LOG OF BORING NO. 6 <br />CEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br />k" <br />PROJECT NO. S-1008-35 <br />PLATE <br />XI <br />