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IFr . ENGIivEERSv&` 6EDLDGISTS <br /> 2R3/3B6/61-1 <br /> TEST BORING LOG <br /> TYPE: 3 1/2" AUGER ELEVATION. ExISTiPc GR:xm suwpcE BORING No 6 <br /> (Semtcompact) brown sandy slit (levee <br /> fill ) k <br /> 112 1532 2.5 1 - - - - - - - -.- - - - - - - - - - 1 <br /> Compact to dense gray. . brown clayey i <br /> 1.6 116 12 38 1-.4 2 5 sandy siltl sandy silt (levee fill ) <br /> BAG A <br /> - - - - <br /> Semicompoct- dark gray/ blue-gray <br /> g 10 clayey sandy silt and stiff sandy <br /> clayey silt (levee f k 11 ) <br /> 1.8 110 19 20 1 .4 3 <br /> BAG B <br /> _ 15 Semlcompact to compact brown and gray <br /> Interlayered medium-very coarse send/ <br /> 110 13 20 1.4 4 fine sandy silt and stiff to very i <br /> stiff fine sandy clayey silt <br /> BAG C <br /> l! <br /> 20 SM <br /> r 18 1.4 5 � � CL <br /> 25- <br /> 24 <br /> 5 24 1. 4 6 <br /> - - - - - - - - - - - - - - - - - - - - - - - <br /> Dense <br /> - - - .- - - - - - - - - - - - - - - -Dense gray and brown silty to clean j <br /> 30 d fine-very coarse send with occasional <br /> 40 1.4 1 7 ,- •( SM gravel <br /> :r <br /> 35 xr� <br /> 117 14 43 1 1. 4 8 SW <br /> 40 'Y _ - - _ _ - -. --- - - - - _ _ - - - - - <br /> LOG CONTINUES � <br /> Ln <br /> l= � 1 W ^ 4] rIn <br /> 41� <br /> o c g of <br /> LDGGED BY e J P S DnTE, 4-B-87 <br /> iqn h <br /> FIGURE I M <br />