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.. �- ./ <br /> SPIESS RANCHO, SU 93-2 <br /> LOG OF TEST HOLES <br /> Test Hole Depth(ft) Material <br /> PT-1 0.0 - 0.5 Brown sandy SILT (ML) . <br /> 0.5 - 2.5 Brown slightly sandy CLAY (CL) . <br /> 2.5 - 3.5 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 3.5 - 8.5 Light brown sandy SILT (ML) <br /> 8.5 - 12.0 Brown slightly sandy CLAY (CL) . <br /> 12.0 - 16.5 Brown sandy CLAY (CL) . <br /> 16.5 - 20.0 Brown fine SAND (SW) . <br /> PT-2 0.0 - 1.0 Brown sandy SILT (ML) . <br /> 1.0 - 3.5 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 3.5 - 9.5 Light brown sandy SILT (ML) . <br /> 9.5 - 12.0 Brown slightly sandy CLAY (CL) . <br /> 12.0 - 17.0 Brown sandy CLAY (CL) . <br /> 17.0 - 20.0 Brown fine SAND (SW) . <br /> PT-3 0.0 - 2.5 Brown sandy SILT (ML) . <br /> 2.5 - 3.5 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 2.3 - 8.0 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 8.0 - 16.5 Brown silty sandy CLAY (CL) . <br /> 16.5 - 21.0 Brown silty very fine sandy CLAY (CL) . <br /> 21.0 - 24.0 Brown silty very fine SAND (SM) . <br /> PT-4 0.0 - 3.0 Brown slightly sandy silty CLAY (CL) . <br /> 3.0 - 5.5 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 5.5 - 12.5 Brown slightly sandy silty CLAY (CL) . <br /> 12.5 - 15.5 Brown fine to medium SAND (SW) . <br /> .� P OERSO� <br /> D ^ <br /> Q ~ <br /> 9SSOG\ <br /> P <br />