Laserfiche WebLink
0 <br />Dry Density <br />Ib/k1 ( <br />Moisture <br />Content <br />% <br />Blow/ Sample <br />Ft. I No. I USCS <br />DESCRIPTION <br />Core <br />I <br />-SP <br />( <br />Dark -Brown Cemented Fine Sand. <br />Run <br />Total <br />_ <br />Grey -Tan Cemented Silt/Clay. <br />10 <br />Length <br />Recov.�'Q.D <br />60" <br />50 <br />iCL <br />0 <br />5/6" N SP <br />Dark -Grey -Brown Cemented Fine Sand. <br />20 <br />4/6" <br />30 <br />ML <br />Light -Grey -Tan Cemented Silt/Clay with <br />73 <br />41 <br />5/6"� CL <br />Sandy Lenses. <br />40 <br />0/3" <br />50 <br />15/6" <br />SP <br />Dark -Brown Cemented Fine Sand. <br />9 <br />60 <br />70 <br />0/3" <br />I <br />I <br />I <br />i <br />i <br />I <br />BORING TERMINATED AT 70�-FOOT DEPTH. <br />J.H. KLEINFELDER & ASSOCIATES <br />GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br />k" <br />PROJECT NO. S-1008-35 <br />LOG OF BORING NO. <br />VIII <br />