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Table 1I•1 <br />Summary of Test Results <br />Forwnrd Landfill <br />Stability and Settlement Analyses <br />Stockton, California <br />Passing <br />Sample <br />Depth <br />(feel) <br />Natural Moisture Content <br />N <br />Liquid Limit <br />N <br />Plastic Limit <br />N <br />Plasticity Index <br />N <br />No. 200 Sieve <br />N <br />Undralned Shear Strength'Boring <br />(pso <br />Consolidations <br />BH -1 <br />S-1 <br />5.0-6.5 <br />22 <br />31 <br />22 <br />9BH-I <br />789;2 <br />S-3 <br />13.0-14.5 <br />26 <br />43 <br />22 <br />21 <br />--BH-1 <br />S-5 <br />25.0-26.5 <br />21 <br />-- <br />-- <br />45BH-1 <br />ST -7 <br />33.0-35.5 <br />28 <br />30 <br />24 <br />6 <br />2,286 <br />x <br />BH -1 <br />ST -10 <br />50.0.52.5 <br />23 <br />36 <br />21 <br />15BH-1 <br />PB -12 <br />62.0-64.5 <br />19 <br />NP <br />NP <br />NP <br />-- <br />BH•1 <br />PB -14 <br />76.0-78.5 <br />28 <br />45 <br />24 <br />21 <br />-- <br />x <br />BH -1 <br />S-16 <br />92.0-93.5 <br />31 <br />33 <br />24 <br />9 <br />-- <br />-• <br />-- <br />BH-2 <br />S-2 <br />8.0-9.5 <br />23 <br />30 <br />23 <br />7 <br />- <br />- <br />-• <br />•• <br />-• <br />BH -2 <br />ST -4 <br />18.0-20.5 <br />25 <br />35 <br />19 <br />16 <br />2,262 <br />115 <br />92 <br />-- <br />BH-2 <br />S•8 <br />38.0-39.5 <br />24 <br />39 <br />.20 <br />19 <br />- <br />-• <br />-- <br />-- <br />BH-2 <br />ST -10 <br />48.0-50.5 <br />23 <br />41 <br />20 <br />21 <br />3,302 <br />128 <br />104 <br />x <br />BH -2 <br />S-13 <br />75.0-76.5 <br />32 <br />39 <br />29 <br />10 <br />.. <br />.. <br />__ <br />BH -3 <br />S-1 <br />6.0-7.5 <br />20 <br />32 <br />24 <br />8 <br />614.3 <br />S-5 <br />26.0.27.5 <br />20 <br />37 <br />20 <br />17 <br />BI -1-4 <br />S-1 <br />5.0-6.5 <br />24 <br />BH -4 <br />PB -3 <br />15.0-17.5 <br />21 <br />35 <br />19 <br />16 <br />5,145 <br />127 <br />105 <br />BH -4 <br />S•6 <br />30.0-31.5 <br />22 <br />43 <br />22 <br />21 <br />-• <br />- <br />BH -4 <br />S-9 <br />50.0-51.5 <br />24 <br />1- <br />-- <br />1 71 <br />'Shear strength from unconsolidated undrained triaxial shear test. Sec Appendix B for stress/strain curves. <br />bConsolidation test data included in Appendix B. <br />Notes: psf = pounds per square foot <br />pcf = pounds per cubic foot <br />x - consolidation test performed <br />SFO258/006.51 <br />