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SLOW SAMPLE A <br /> NO 11SC3 DESCRIPTION <br /> Asphalt: sand & gravel su <br /> 2 4 MI, SILT TO CLAYEY SILT: dark br <br /> 7 brown and dark gray, moist <br /> 9 18121 <br /> 6 CL SILTY CLAY: brown to dark brown with <br /> 4 9 some dull black stain, moist, blocky - <br /> 10 18122 appearance, several vertical voids. <br /> 6 SILT = <br /> i - <br /> 8 - <br /> ML SILT: light brown to yellow brown, - <br /> 3 wet, 10-157 clay. - <br /> 10 6 - <br /> 9 <br /> 12 SAND. dark brown, wet, fine-medium - <br /> razned 20-307, silt & clay, oorl -_ <br /> graded. _ <br /> F <br /> 14- <br /> LU - <br /> W <br /> 6 SP <br /> 16 9 - <br /> F- 10 <br /> a - <br /> u� - <br /> 18 <br /> 20 SAND: dark brown, wet fine-medium - <br /> 7 grained, predominantly fine grained, <br /> 9 - <br /> 10 ML SANDY SILT yellow brown, moist, fine- <br /> 22- medium grained, 10-157 clay. - <br /> 24- <br /> 7 ML SILT: light brown, wet, 15-207 clay, <br /> 9 5-107 fine sand, 17 coarse sand, 2-47 <br /> 26 11 cemented tabular nodules, 5-40mm in size <br /> 28 Boring terminated at 25.0 ft <br /> Boring logged by David Stavarek 9/14/88 <br /> 30- <br /> 32 <br /> PLATE <br /> K L E I N F E L D E R BORING LOG NO. MW--1 <br /> JORDAN REAL ESTATES <br /> PROJECT 140 24-1132-20 TRACY, CALIFORNIA <br />