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C - <br /> Table 11.1 <br /> Summary of Test Results <br /> Forward Landfill <br /> Stability and Settlement Analyses <br /> Stockton,California <br /> Passing Unit Weight <br /> Depth Natural Moisture Content Liquid Limit Plastic Limit Plasticity Index No. 200 Sieve Undrnined Shear Strength° Wet Dry Consolidation <br /> Boring Sample (feet) (40) M N N N (pso (pcf) (pcf) <br /> BH-1 S-1 5.0-6.5 22 31 22 9 <br /> BH-1 S-3 13.0-14.5 26 43 22 21 45 -- •' <br /> BH-1 S•5 25.0.26.5 21 2,286 118 92 x <br /> BH-1 ST-7 33.0.35.5 28 30 24 6 - <br /> 13171-1 ST-10 50.0.52.5 23 36 21, 15 <br /> BH-1 PB-12 62.0-64.5 19 NP NP NP <br /> BH-1 PB-14 76.0-78.5 28 45 24 21 x-- x <br /> BH-1 S-161 92.0-93.5 31 33 24 9 <br /> BH•2 S-2 . 8.0.9.5 23 30 23 7 - �• -- <br /> BH-2 ST-4 18.0-20.5 25 35 19 16 2,262 115 92 <br /> BH-2 S-8 38.0.39.5 24 39 20 19 3,302 128 104 x <br /> BH-2 ST-10 48.0-50.5 23 41 20 21 <br /> BH-2 5-13 75.0-76.5 32 39 29 10 <br /> F614-3 S•1 6.0.7.5 20 32 24 8 <br /> H•3 S•5 26.0.27.5 20 37 20 17 <br /> BI-1-4 S-1 5.0.6.5 24 - 5,145 127 105 <br /> 131-14 PB-3 15.0-17.5 21 35 19 16 - - <br /> BH-4 S-6 30.0-31.5 22 43 22 21 <br /> BH-4S-9 50.0-51.524 71 <br /> 'Shear strength from unconsolidated undrained triaxial shear test. See Appendix B for stress/strain curves. <br /> 'Consolidation test data included in Appendix S. <br /> Notes: psf - pounds per square foot <br /> pct: pounds per cubic foot <br /> x = consolidation test performed <br /> V0258/006,51 <br />