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i <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 Plnsticity index No. 200 Sieve Undrained Shear Strength' Wet Dry <br />Boring Sample (feet) (4'0) (%) M M M (psf) (pc[) (pct) Consolidation <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 <br />BH -1 S-5 25.0.26.5 21 45 <br />BH -1 ST -7 33.0.35.5 28 30 24 6 2,286 118 92 x <br />BH -1 ST -10 50.0-52.5 23 36 21 15 :: :: :: :• <br />BH -1 PB -12 62.0.64.5 19 NP NP 1 x <br />131-1-1131-1-1 P13-14 76.0.78.5 28 45 24 2 21 :: -: .. <br />BH -1 S-16 92.0.93.5 31 33 124 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 />SH -2 ST•10 48.0.50.5 23 41 20 21 -- <br />BH.2 S-13 75.0.76.5 32., 39 29 10 <br />BH -3 S•1 6.0-7.5 20 32 24 8 <br />014-3 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 />BH -4 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 -4 S-9 50.0.51.5 24 71 <br />'Shear strength from unconsolidated undrained triaxibl shear gest. See Appendix B for stress/!train curves. <br />bConsolidation test data included in Appendix B. <br />Notes: psf - pounds per square foot <br />pcf a pounds per cubic foot <br />X - consolidation test performed <br />c r7n1) SR mrlr;. 51 <br />