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PROJECT PROJECT <br /> NAMEt 1725 Sanquinetti Lane, Stockton, CA NUMBER: PENN No. 1215 <br /> Logged by: HHC Date: 3/13/95 Equipumt: Hollow Stem Auger, 3.25"ID 6"OD Log of: B-1 <br /> a <br /> +moi 0 w i � <br /> gW MATERIAL DESCRIPTION <br /> a ; jpg <br /> 9 <br /> .a. o'° RESULTS <br /> Q Ol Y'1 " m p Q M '� • <br /> U <br /> 3-inch AC over 6-inch AB <br /> 1 SILTY CLAY: Darky;ra moist; trace _ <br /> g CL <br /> gravel; medium to high plasticity CH <br /> 2 <br /> 3 SC 15 CLAYEY SAND/SANDY CLAY: Brown SC <br /> 4 <br /> CL <br /> 5 <br /> SC 16 SANDY CLAY: Reddish brown; trace CL <br /> 6 cementation; low plasticity <br /> 7- <br /> 9— <br /> CLAYEY <br /> 9CLAYEY SAND: Brown; cementation; fine- SC <br /> 10 grained <br /> 11 SC 37 <br /> 12 <br /> 13- <br /> 14— <br /> SILTY <br /> 31LSILTY SAND: Brown; trace clay; trace SM <br /> 15 cementation; fine-grained <br /> 16 SC 24 <br /> 17 Boring terminated at 16.5 feet. <br /> No groundwater encountered during drilling. <br /> 18 Borehole grouted at end of drilling. <br /> 19- <br /> - 20- <br /> - <br /> 21 <br /> 2232i22- <br /> 23- <br /> 241 <br /> stratification lines represent the approximate boundary between the engineer's descrip- FIGURE 4 <br /> tion of material types. The actual transition may be gradual and may vary with location. NUMER: <br />