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r' <br /> SUM,..,#AY OF TEST RESULTS <br /> 140 MATERIAL DESCRIPTION: <br /> Brown, silty clay to clayey silt. <br /> Sample was collected from depth of <br /> k VIA 2' - S' , TB-3 <br /> 135 <br /> TEST SYMBOL <br /> TEST METHOD ASTM_D. 1557-78 <br /> MAXIMUM DRY DENSITY - lb/ft-3 110-5 <br /> OPTIMUM WATER CONTENT - T 16-9 <br /> UNIFIED SOIL CLASSIFICATION <br /> 130 NATURAL WATER CONTENT - % <br /> LIQUID LIMIT <br /> PLASTIC LIMIT <br /> SPECIFIC GRAVITY <br /> 125 <br /> 120 <br /> CURVES OF 100% SATURATION <br /> FOR SPECIFIC GRAVITY EQUAL TO: <br /> 115 2.75 <br /> 2.70 <br /> 2.65 <br /> f <br /> M <br /> 4- <br /> 110 <br /> --t KN <br /> H <br /> S <br /> c� <br /> W 105 <br /> 3 <br /> F— <br /> z <br /> 0 100 _ <br /> 0 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> Arco - Stockton MOISTURE - DRY DENSITY RELATIONSHIP <br /> BALBI & CHANG ASSOCIATES PROJECT NO. 1525-69 DATE 08/19/91 <br /> Geotechnical Consultants / Materials Testing PREPARED BY GYM PLATE A-6 <br />