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A Mir = W M M W M N& M M " M M M W M <br /> Precision Sampling Project Tosco 76 <br /> Reference level 1n&Out Predrilling depth 0 30 m Project number Environmental Resolutions 205503 <br /> Level at ref 0 00 m Predrilled material Fill&Concrete Site 2701 Marsh Lane, Stockton, Calif <br /> Ground water level 2 63 m Equipment SD-1 V fibra-Push 12'Fon Rig Designation CPT 1 <br /> Start depth 0 30 m Geometry Normal Date 2/18/99 <br /> Undmined shear strength T� (kPa) Friction angle (a) Relative density to(%) Modulus (MPa) <br /> Vessfflcation 0 20 40 60 80 100 320 30 35 40 0 20 40 60 So 0 5 10 15 20 25 30 35 <br /> 00- <br /> F <br /> W 1 x x+e <br /> 05 S, x•e <br /> roof x <br /> vL x x <br /> 10— <br /> SWY x . <br /> L Il<SY x x e <br /> 15 <br /> vL x <br /> SL tun x X <br /> 20 L <br /> x x x + e X S%wdmh empinc <br /> o Lamm a rcorwl�ted <br /> X X x • a Luooe norttetly oomhdeted <br /> E 25 <br /> a •L <br /> n.n x x <br /> 30 <br /> s <br /> tar x• <br /> tt■YY z x • e <br /> 35 L <br /> x x x o I <br /> ]yyd x x <br /> 40 <br /> L <br /> x x <br /> se v L x x <br /> 45 <br /> x <br /> x x x <br /> 50 L <br /> x x e <br /> 1 11 x a <br /> 55 st <br /> tnua x I x L. e <br /> C%CPTLOG1Data cpticpt 1 cpw 1999-03-03 <br />