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a <br /> DEPTH SAMPLE!BLOW COUNT DRY UNIT MOISTURE (PR) <br /> A DESCRIPTION USCS WEIGHT CONTENT qu <br /> Fel <br /> Last 2 <br /> fl pWt 12 In Ihllta 9b lanflt <br /> { 30.5 1-4 '� Brown and gray clayey <br /> Il SILL to silty CLAY, <br /> damp La moist, medium <br /> Plasticity, slight <br /> i odor at .il' r <br /> I 40 3 .12 ML <br /> za <br /> 45 -y some sand at 45', Whit <br /> t- <br /> 7 25 streaks, some odor, 25 <br /> 48'-53' Gray silty fine SAND, <br /> --aturated, non-plastic <br /> 50 SM 25 <br /> G 22 <br /> 53'-58' Gray to brown sandy <br /> silty CLAY with white <br /> ( -. 55 streaks, damp to moist, <br /> �. <br /> 12 4325 plasticity, CL 25 <br /> 58'-G1.5' Grayish brown silty r <br /> 60 fine SAND, non-plastic, SM <br /> saturated. 0 <br /> 13 42 <br /> Bottom of boring at 61.5 feet. <br /> 65 <br /> Bate Drilled. 1/24/139 <br /> J <br /> RoBR BROTHERS PROPERTY <br /> OF BORING NO. MW--3 <br /> BALBI & CHANG ASSOCIATES PROJECT No. 1705-1 RATE 4/21/89 <br /> PREPARED BY PLATE H--7 <br /> Geotechnical Ceasultants /Materials Testing D1U2 <br />