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�1_ <br />1( <br />2( <br />3C <br />4C <br />5C <br />60 <br />70 <br />Dry Density <br />Ib/f0 <br />Moisture <br />Content <br />I % <br />Blow/ <br />FL <br />Sample <br />I No. I USCS <br />DESCRIPTION <br />Core <br />i ;SP <br />Dark -Brown Cemented Fine Sand. <br />Run <br />Total <br />F-= <br />Grey -Tan Cemented Silt/Clay. <br />I <br />Length <br />Recov.p--Q-D <br />CL <br />60" <br />50 $ <br />0 <br />5/6" SP <br />Dark -Grey -Brown Cemented Fine Sand. <br />4/6" <br />73 <br />41 <br />ML <br />Light -Grey -Tan Cemented Silt/Clay with <br />i <br />5/6„11 <br />in CL <br />Sandy Lenses. <br />0/3” <br />SP <br />Dark -Brown Cemented Fine Sand. <br />9 <br />5/6" <br />(')0/3i' <br />i <br />I <br />I <br />� <br />i <br />I <br />I <br />BORING TERMINATED AT 70�-FOOT DEPTH. <br />J.H. KLEINFELDER & ASSOCIATES <br />GEOTECHNICAL CONSULTANTS MATERIALS TESTING k" <br />PROJECT NO. S-1008-35 <br />LOG OF BORING <br />