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• <br /> B7 88 <br /> 0 Asphaltic concrete Asphaltic concrete 0 <br /> Aggregate base Aggregate base <br /> 5 1 Lr ht brown, sl moist, very 1 Medium to li ht brown, very 5 <br /> 25 r.m stiff, clayey silt - ML 18 A moist s-tiff, clayey <br /> silt - Mi- <br /> tan mottling, organic material tan mottling, micaceous <br /> 10 <br /> 10 hard, increased dark and <br /> r 41 k i= 2 very stiff, increased tan to 59 isiseI== 2 white mottling with depth <br /> white mottling with depth 4i <br /> i Li <br /> a a <br /> 15 15 <br /> 38 <br /> ��� 56 es�iar 3 decreasing white mottling <br /> Z to iumrown, very sl moist, with depth <br /> very stiff silty, medium grained <br /> sand - SAS <br /> X x <br /> w w <br /> 3 h e tum rown sl moist, very <br /> 0 20 clayey silt - EVIL 20 0 <br /> w4 4 increased moisture, very stiff, w <br /> m 23 rtim micaceous, dark mottling 38 rust mottling, micaceous m <br /> r = <br /> color change to medium gray <br /> Q o <br /> LA <br /> 25 25 <br /> sl. moist, stiff, more rust <br /> 27 �� 5 moist, very stiff, organic 5 mottling, micaceous <br /> material 11111 grained sand with depth 30 <br /> I <br /> 30 39 ��� Medium brown-tan,sitty sand - SM 18 @ 6 == Medium gray, sl moist, loose, <br /> Medium gray, sl moist, moderately r+ fine to coarse rained, well <br /> dense, tine to coarse rained, graded sand - W <br /> well graded sand - S4 <br /> B 0 H 31 5 feet B 0 H 31 5 feet <br /> 35 35 <br /> NOTES <br /> 1) These logs depict conditions only at the boring 3) Explanations of the Unified Soil Classification <br /> locations, see Plate No 3, and only on the date System and the symbols used on the logs are <br /> of field exploration, March 11, 1991 contained on Plate No 7 <br /> 2) Free water was not encountered in the borings <br /> WALLACE KUHL & ASSOCIATES DRAWN BY. WGK BORING LOGS PROJECT NO 1735 01 <br /> INCORPORATED JVM ASSOCIATES DATE- 3192 <br /> CHECKED BY, <br /> Geotechnical Consultants/Construction Testing Stockton, California PLATE NO, 6 <br />