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Notes; ps( = pounds per square foot <br />pcf = pounds per cubic toot <br />x - consolidation test performed <br />d <br />SFO258/006.51 <br />Table 11.1 <br />Summary of Test Results <br />Forward Lnndnii <br />Stability and Settlement Analyses <br />Stockton, California <br />Passing <br />Unit Weight <br />Depth Natural Moisture Content <br />Liquid Limit <br />Plastic Limit Plasticity Index No. 200 Sieve Undrained <br />sShear Strength" <br />Pet <br />(P ry <br />Consolidation` <br />Boring <br />Sample <br />(feel) ($e) <br />(46) <br />M M (90) <br />- <br />•• <br />BH -I <br />S-1 <br />5.0-6.5 22 <br />31 <br />43 <br />22 9 <br />22 21 <br />BH -1 <br />S-3 <br />13.0-14.5 26 <br />45 <br />'- <br />BH -1 <br />S-5 <br />25.0.26.5 21 <br />24 6 <br />2,286 <br />118 <br />92 x <br />BH -1 <br />ST -7 <br />33.0.35.5 28 <br />30 <br />36 <br />21 15 <br />BH -1 <br />ST -10 <br />50.0 52.5 23 <br />NP <br />NP NP <br />BH -1 <br />PB -12 <br />62.0.64.5 19 <br />45 <br />24 21 <br />.• <br />x <br />BH -1 <br />PB -14 <br />76.0.78.5 28 <br />33 <br />24 9 <br />BH•1 <br />S•16 <br />92.0.93.5 31 <br />., <br />•_ <br />BH -2 <br />S-2 <br />. 8.0-9.5 23 <br />30 <br />23 7 <br />lg 16 <br />2,262 <br />115 <br />92 <br />BH -2 <br />ST -4 <br />18.0-20.5 25 <br />35 <br />39 <br />19 <br />20 19 <br />BH -2 <br />S•8 <br />38.0.39.5 24 <br />41 <br />20 21 <br />3,302 <br />128 <br />104 x <br />BH -2 <br />ST -10 <br />48.0-50.5 23 <br />39 <br />29 10 <br />BH -2 <br />S-13 <br />75.0.76.5 32 <br />BH -3 <br />S•i <br />6.0-7.5 20 <br />32 <br />24 8 <br />20 17•3 <br />BI -1-337 <br />S-5 <br />26.0.27.5 20 <br />•• <br />_- <br />.. <br />.. •- . <br />B1.1-4 <br />S•1 <br />5.0.6.5 24 <br />35 <br />19 16 <br />5,145 <br />127 <br />105 <br />BH -4 <br />PB -3 <br />15.0.17.5 21 <br />43 <br />22 21 <br />BH -4 <br />S-6 <br />30.0-31.5 22 <br />7t <br />BH -4 <br />S-9 <br />50.0-51.5 24 <br />undrained triaxial shear test. See Appendix B for stress/strain curves. <br />°Shear <br />strength from <br />unconsolidated <br />bConsolidation test datA included in Appendix B. <br />Notes; ps( = pounds per square foot <br />pcf = pounds per cubic toot <br />x - consolidation test performed <br />d <br />SFO258/006.51 <br />