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CONSOLIDATION TEST <br />Tracey;' 10007-130-01 Project No. <br />Fcr: SECOR 91-81-616-15 <br />Converse Consultants Inland Empire Figure No. 4 <br />0. <br />LOAD IN KIPS PER SQUARE FOOT <br />10 <br />102 <br />:887 <br />2 <br />.850 <br />F <br />X <br />L7 <br />Z <br />' <br />'—' <br />4 <br />.812 <br />W <br />Q <br />U <br />E <br />c <br />a <br />o <br />A <br />E- <br />o <br />z <br />6 <br />.774 <br />7 <br />ca <br />U <br />CG <br />W <br />$ <br />.736 <br />10 <br />.699 <br />BORING <br />SB -1 <br />DESCRIPTION Silty Cloy (CL),yellowish <br />brown <br />DEPTH (ft) <br />9.5 <br />MOISTURE <br />DRY DENSITY <br />CONTENT () <br />(Pcf) <br />INITIAL <br />23.7 <br />102.E <br />FINAL <br />24.1 <br />110.E <br />Note: Solid <br />circles indicate <br />readings after addition of water <br />CONSOLIDATION TEST <br />Tracey;' 10007-130-01 Project No. <br />Fcr: SECOR 91-81-616-15 <br />Converse Consultants Inland Empire Figure No. 4 <br />