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SPIESS RANCHO, SU 93-2 <br /> LOG OF TEST HOLES (Continued) <br /> Test Hole Denth(ft) Material <br /> PT-37 0.0 - 1.0 Brown slightly sandy CLAY (CL) . <br /> 1.0 - 3.5 Brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 3.5 - 4.5 Brown sandy SILT (ML) . <br /> 4.5 - 13.0 Brown sandy to slightly sandy silty CLAY (CL) . <br /> 13.0 - 16.5 Brown clayey medium SAND (SC) . <br /> 16.5 - 19.0 Brown fine to medium SAND (SW) . <br /> PT-38 0.0 - 2.0 Brown slightly sandy CLAY (CL) . <br /> 2.0 - 4.0 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 4.0 - 6.5 Brown medium sandy SILT (ML) . <br /> 6.5 - 16.0 Brown sandy to slightly sandy CLAY (CL) . <br /> - 16.0 - 17.5 Brown slightly clayey coarse SAND (SC) . <br /> PT-39 0.0 - 0.5 Brown sandy SILT (ML) . <br /> 0.5 - 3.5 Brown slightly sandy CLAY(CL) . <br /> 3.5 - 6.5 Brown sandy SILT (ML) , moderately cemented <br /> .� (hardpan) . <br /> 6.5 - 8.5 Brown sandy SILT (ML) . <br /> 6.5 - 14.0 Brown silty sandy CLAY (CL) . <br /> 14.0 - 15.5 Brown clayey coarse SAND (SC) with gravel. <br /> PT-40 0.0 - 0.5 Brown sandy SILT (ML) . <br /> .- 0.5 - 2.5 Brown slightly sandy CLAY(CL) . <br /> 2.5 - 4.5 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 4.5 - 15.5 Brown sandy to slightly sandy CLAY (CL) . <br /> 15.5 - 17.5 Brown clayey fine to medium SAND (SC) . <br /> 17.5 - 20.0 Brown silty very fine to fine SAND (SM) . <br /> � P VERSO <br /> T, W <br /> P <br /> 9SS O G� <br /> r <br />