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PROJECT PROJECT <br /> NAME: 1725 Sanquinetti Lane, Stockton, CA NUMBER: PENN No. 1215 <br /> Logged by: HHC Date:3/13/95 Equipwnt: Hollow Stem Auger, 3.25 ID 6 OD Log of: B-2 <br /> s+ w A +.+-•01 W Y Y <br /> O .0 a+ p <br /> cc i o a r; o ' MISC. <br /> w MATERIAL DESCRIPTION o w y W o r LAB <br /> a <br /> o m m N w '�a s s 'M° RESULTS <br /> ' ^ a <br /> V <br /> 3-inch AC over 6-inch AB <br /> 1 SILTY CLAY: Dark brown; moist; medium to CL <br /> high plasticity CH <br /> 2 - <br /> 3 SANDY CLAY: Brown; calcite seams; CL <br /> SC 25 low plasticity <br /> S <br /> 5 <br /> 6 <br /> CLAYEY SAND: Brown; greenish gray SC <br /> 7 pockets; trace dark brown speckles; <br /> SC 29 fine-grained <br /> g <br /> 9 <br /> 10 <br /> 11 SC 30 <br /> SILTY SAND: Rusty brown; fine-grained; SM <br /> 12 cementation <br /> 31S1513- <br /> 14- <br /> 15 <br /> 16 <br /> SC 16 SAND: Brown-gray; fine- to medium-graine SP <br /> - <br /> 17 Boring terminated at 16.5 feet. <br /> No groundwater encountered during drilli g. <br /> 18 Borehole grouted at end of drilling. <br /> 19- <br /> - 20- <br /> - 21— <br /> _ 22- <br /> 23- <br /> - 241 <br /> 92021a2324 <br /> Stratification lines represent the approximate boundary between the engineer's descrip- FIGURE <br /> tion of material types. The actual transition may be gradual and may vary with location. MLA48ER: 5 <br />