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PARTICLE SIZE ANALYSIS <br /> us,arunM aEYE orRO+cs IN <br /> U.&STANDOM VM Wsom KfDR A&W <br /> 3 2 1% 1 4 6 5 10 1415 20 30 40 50 70 100 140 200 0 <br /> 100 <br /> 11 <br /> 10 <br /> BO <br /> 20 <br /> SD <br /> 30 <br /> 70 w <br /> z <br /> 40 <br /> of <br /> a 50 w <br /> c� <br /> 30 <br /> av <br /> ti � a <br /> v a <br /> n 70 <br /> 30 <br /> TIT I <br /> - 11111 1 80 <br /> 20 <br /> 90 <br /> 1D <br /> U.-I I I L [ I itl I I I LL-1- 100 <br /> 0 <br /> S00 50 10 5 0.5 01 Doi 0 005 0 001 <br /> GRAIN SIZE, mm <br /> GRAVEL SAND SILT or CLAY <br /> COOrsEI Fine Coarse Medium I Fine <br /> JOS NO 125997/7071/94 PROJECT RAINBO BAKING COMPANY—STOCKTON, CALIFORNIA <br /> CURVE BORING SAMPLE_ DEPTH, Ft DESCRIPTION <br /> 1 MW-11 -- 450 Brown Clayey SAND, SC <br /> D\DWMI25997E 1 + , <br />