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v W1 <br /> ` SPIESS RANCHO, SO 93-2 <br /> LOG OF TEST HOLES (Continued) <br /> Test Hole Depth(ft) Material <br /> PT-23 0.0 - 1.0 Brown slightly sandy SILT (ML) . <br /> 1.0 - 2.5 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 2.5 - 9.5 Brown slightly sandy CLAY (CL) . <br /> 9.5 - 15.5 Brown clayey SAND (SC) . <br /> 15.5 - 17.5 Brown medium to coarse SAND (SW) . <br /> PT-24 0.0 - 0.5 Brown slightly sandy SILT (ML) . <br /> 0.5 - 3.5 Brown slightly sandy CLAY(CL) . <br /> r' 3.5 - 6.5 Brown silty CLAY (CL) . <br /> 6.5 - 14.5 Brown slightly sandy to sandy CLAY (CL) . <br /> 14.5 - 17.5 Brown slightly silty fine to medium SAND (SM) . <br /> PT-25 0.0 - 2.5 Brown slightly sandy SILT (ML) . <br /> 2.5 - 4.0 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 4.0 - 6.5 Brown slightly sandy silty CLAY (CL) . <br /> 6.5 - 11.5 Brown silty CLAY (CL) . <br /> '- 11.5 - 24.0 Brown clayey fine to medium SAND (SC) . <br /> 24.0 - 25.0 Brown fine to medium SAND (SW) . <br /> PT-26 0.0 - 2.0 Brown slightly sandy SILT (ML) . <br /> 2.0 - 3.5 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 3.5 - 7.5 Brown slightly sandy silty CLAY (CL) . <br /> 7.5 - 12.5 Brown silty CLAY (CL) . <br /> 12.5 - 24.0 Brown clayey fine to medium SAND (SC) <br /> 24.0 - 25.0 Brown fine to medium SAND (SW) . <br /> Y�ERSp� <br /> a � <br /> = W <br /> P <br /> 9SSpC� <br />