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.. <br /> LOG OF BORING NO. B-5 <br /> San Joaquin - Site 3058 <br /> ' F-L w WgTER CONTENT, 96 UNDRAINED <br /> F LOCATION :San Joaquin Cogen, M IL a: N> SHEAR STRENGTH <br /> LL J w Lathrop, Ca f MD ZL <br /> O J 07} w W 50 NIPS PER SO FT <br /> F M (L dr0 tl w y p Plastic Liquid 0.5 1.0 /.5 2.0 2.5 <br /> f- >- 1911 NQ GOON Limit Natural Limit <br /> U.1 H N �� 3 a }-----*-----} UNIT WEIGHT,PCF _ <br /> O SURFACE EL : 14.3' 0 OJ p �i III Dry Neotal <br /> m 20 40 eo e0 90 100 110 120 <br /> Medium dense, light brown silty SM (68) 17 • <br /> fine SAND, slightly moist to moist 47 <br /> 5 (43) <br /> -less silty below 7', wet 21 <br /> -loose below 8' (22) <br /> 10' • <br /> 10 SP 20 <br /> Medium dense, brown poorly graded 4 <br /> fine to medium SAND, wet <br /> 14, <br /> 15 It <br /> Stiff, olive-gray lean CLAY, moist CL <br /> to wet with fat clay pockets 500* 90 •}_ —— .} <br /> 20 <br /> 400* <br /> NS <br /> • ■ ♦ N <br /> 25 <br /> 27' 250+• 36 • <br /> Dense, brown silty fine to medium SM <br /> SAND, wet <br /> 30 30.5' <br /> Very stiff, brown-gray lean CLAY, CL 95 <br /> moist 300" • ■ <br /> 35 -layered sandy silt G lean clay76 <br /> 400 t •-} <br /> 35'-37' 78 <br /> -sandy below 37' 39' <br /> 40 Dense, gray silty fine SAND, wet SM <br /> 415' (86) 12 <br /> , <br /> - - - - - - - - - - - • ■ a <br /> 45 <br /> i <br /> SO <br /> JOB NO.: 0901_1144 SAMPLER : STRENGTH LEGEND <br /> COMPLETION DEPTH : 41.5' 3-to-OD,2-1/2-in-ID Liner Sampler • Unconfined Compression <br /> DATE :12-6-88 2-in-OD, 1-3/8-in-ID SPT Sotle s000n ♦ Unconsolidated-Undrained <br /> 3-In-OD. 2-7/8-In-113Thin Wall Tufa Trlsatal <br /> DEPTH TO WATER : ]'4 ♦ Miniature Vsne <br /> CAVED AT : BLOWS : for lest 12v of t5'penetration; z Direct Sheer <br /> DATE : 12-6-88 values for Liner Semplar shown( ). <br /> (open symbols Indicate remolded tests) <br /> PRESSURE:to Push sampler In pair <br /> Iq Torvane X HOW Penetrometer <br /> DRILLING METHOD :Wet Rotary <br /> M e e L I LI. A N 0 PLATE7 <br />