Laserfiche WebLink
Q <br />1Q <br />2Q <br />30_ <br />40_ <br />5a <br />60_ <br />70- <br />90- <br />•• <br />Dry Density <br />Ib/ftp <br />Moisture <br />Content <br />% <br />Blow/ <br />I Ft. <br />Sample <br />No. <br />USCS <br />DESCRIPTION <br />ar age. <br />I50/6"+ <br />i <br />CL <br />Brown Cemented Very fine Sandy Clay/Silt <br />with Minor Debris. <br />60/6''1 <br />7I1 ML <br />Grey -Tan Cemented Silt/Clay. <br />. <br />147/61" <br />CL <br />37/61'! <br />SP <br />Dark -Grey -Brown Cemented Fine Sand. <br />I <br />i <br />I i <br />BORING TERMINATED AT 100 -FOOT DEPTH. <br />J.H. KLEINFELDER & ASSOCIATES <br />LOG OF BORING NO. 5 PLATE <br />GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br />k"X <br />PROJECT NO. S-1008-35 <br />