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LOG OF BORING NO. B-br <br /> San Joaquin - Site 3058 <br /> p u- w w WATER CONTENT, % UNDRAINED <br /> LOCATION : San Joaquin Logen, m ¢ O> SHEAR STRENGTH <br /> U- _1 rn Lathrop, Ca m 0: n ?w <br /> O W tA} W y F) KIPS PER SO FT <br /> = m a (jun a N v)Q Plastic Licuitl 0.5 /.0 1.5 2.0 2.5 <br /> O10. (n W QS Limit Natural Limit <br /> W0. } a >> 3 0. a t____♦----_t UNIT WEIGHT,PCF <br /> o N m SURFACE EL : 14.5' M OJ 0: �Z 111 Dry OTotal <br /> O 20 40 so e0 e0 too 110 120 <br /> Loose to medium dense, light brown SM 16 <br /> silty fine to medium SAND, with <br /> lass fragments, moist • <br /> i s s (37) 36 • • • o <br /> 5 I <br /> 23 <br /> 10' <br /> 10 r, ,. SP (40) 2 <br /> Medium dense, brown poorly graded <br /> fine to medium SAND, wet <br /> 15- 1 <br /> Stiff olive-brown lean CLAY wi th CL 500* <br /> sand seams, wet - 75 *u is <br /> t7 <br /> 20 =sandy below 20- <br /> 300* 52 t ; 0 <br /> 25 -gray E brown below 25' <br /> 300* 52 <br /> • x ■ <br /> 30 CL 500* <br /> 73 t-- m n+ <br /> • ■ o <br /> 35' <br /> 35 Dense, gray poorly graded fine SAND SP 5801 9 • • p <br /> with silt, wet _ _ _ 6. i r <br /> SM <br /> _40- <br /> -45- <br /> -50 50 <br /> I <br /> JOB NO.: 0901-1144 <br /> SAMPLER : STRENGTH LEGEND <br /> COMPLETION DEPTH : 36.5' 3-In-OD,2-1/2-in-ID LinerSamp isr • Unconfined Compression <br /> DATE : 12-7-88 2-In-oD, 1-3/8-in-ID SPT split spoon ♦ Unconsolidated-Undra[nod <br /> 3-in-OD. 2-7/8-briD Thin Wall Tube Trta.lel <br /> 8 <br /> DEPTH TO WATER : 10. ' ♦ Miniature Vans <br /> CAVED AT : 21BLOWS : for laal 12'of 18'penetration; Z Direct Sha.. <br /> DATE : 12-7_88 valuestor Liner Sampler shown( ). (open symbols indicate remolded test.) <br /> PRESSURE:Io push sampler in psi a <br /> N Torvans IE Haw Penetrometer <br /> DRILLING METHOD : Wel Rotary <br /> M . 0 LE LL ANG PLATE8 <br />