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-17
<br /> [ca TION TEST SHEAR STRENGTH
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<br /> i
<br /> ISO- ' PEN ;PASNB{ UWW UDW :' TV PP MV Su
<br /> ;PLE U :. LL P! H2O ;1200 ipcf)I(Pcf) I(ksf) ;(ksf) ;(ksf) :(psi) (ksf)1 OTHER TEST
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<br /> ;I II
<br /> 'A 10.5
<br /> :I ! I I , I , II , . I ISieve
<br /> 1B 29 ! las 1 106 1: 1
<br /> � 1
<br /> .i 2A ' 15.5 a0 i i? i 29 i y? 117 i 91 ii i i i i 1i
<br /> JA 21.4 34 19 ; 88 1. 1.5 I 1.7 ) 11
<br /> I aB 22.7 .1 i I 27 119 I 93 i i 1 );
<br /> 4A 25.5 :; I .I 1.3 ' 1.? ,)
<br /> 4L'
<br /> 2-.0 f l 1 22 t14 I 129 106
<br /> 5a ! 30.5 1 25 71 125 ! 100 1 ! 1 (1
<br /> :I 58 31.5 i1 1 1 39 ) ) ) 11
<br /> ,,
<br /> ,I
<br /> :BI ,I , , I , I ,I I , , , 11
<br /> oring 2 11 , , , 1 I ,I , , , , „
<br /> ii
<br /> IA i 1.0 1i ) i i 22 i i
<br /> 10 1.5 I; 1 4 1 120 ; 116 ; N
<br /> 1 2A 3.0 i i 24 i ) 11 Sieve
<br /> ii 3A i 13.4 ii i i i i i ii 2.2 i 1.7 1 i i
<br /> 3B 19.0 11 1 23 1 80 1 114 1 92 .1 2.5 1 2.3 1 10 1 2.34 11 Sieve
<br /> 4A 21.5 „ 45 21 35 1 90 1 109 81 :1 1.5 1 2.33 1 i 11
<br /> ii 4B i 22.0 ii 35 i 22 i i
<br /> 'i SA i 26.9 ii i i i 74 i i ii 2.0 1 1.7 i i i ii y
<br /> 1 5B 1 27.511 341 231 26 78 115 9111 1.21 1.51 11211.2311
<br /> .1 6A 31.4 1 i 1 11 1.2 1 1.0 1 N
<br /> 1. 68 32.0 1. 33 1 22 i 26 85 119 1 94 11 1.6 1 2.4 1 15 1 2.41 11
<br /> ,I ,A 1 1, , 1 , e , i n I I
<br /> 1, i 1 Jt1.O 1, I 1 1 JB I , I, 1 ,
<br /> 1. /B i 36.5 1i 31 i i 136 100 1i i i 1 1 11
<br /> 1 , I I 1 1 I I 1 ,I , , , I 1 1
<br /> ,I 9A , 45.5 11 , , I 4 1 1 II 1 , , I I, Sieve
<br /> 1i 9B 1 46.0 i1 1 1 23 i i 135 i 110 ii 1 1 i 1 1i
<br /> ,1 „
<br /> N
<br /> n
<br /> ,I 11 , , I , , „ , , , , n
<br /> :Boring 3 II I I 1 „ , , „
<br /> ii
<br /> IA i 0.5 ii i i i 48 i i ii i i i i ii
<br /> 1. 1B 1 1.0 1i 1 1 5 1 1 113 1 108 1. 1 1 1 i i1 Direct Shear,Consol
<br /> .1 2A 3.0 1. 1 1 27 1 1 1 11 Sieve
<br /> II 38 1 5.5 6 i„ 1 , I it , , , , „
<br /> „ , , 1 120 1 1 113 „
<br /> ii 4A i 7.5 ii i i i 19 i i ii i i i i ii
<br /> :1 SA 1 9.0 .1 1 1 15 i 1 11 1 1 11 Sieve
<br /> 58 i 9.5 ii i i 3 i i 107 i 104 ii i i i i ii
<br /> LL c Liquid Limit TY : lavame
<br /> d = Plastic Limit Pt : IecYet IenetrometN
<br /> WI : Wil Not ueidlt M : Yimietere Meme
<br /> UW : Unit Mr Yeight W = Uedreined, Umcofieed Trietiel
<br /> 2 W20 : Vater eatnt u : tslcatimed Tieeiel
<br /> I terry 1200 = Amount of soil sawle pessiet
<br /> No. 200 Sieve
<br /> SUMMARY OF TEST RESULTS
<br /> PSE-San Joaquin Cogeneration Facility
<br /> Lathrop, California
<br /> Fd McClelland PLATE 13 a
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