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_ SPIESS RANCHO, SU 93-2 <br /> LOG OF TEST HOLES (Continued) <br /> Test Hole Depth(ft) Material <br /> PT-8 0.0 - 0.5 Brown sandy SILT (ML) . <br /> 0.5 - 3.5 Brown silty CLAY(CL) . <br /> 3.5 - 5.0 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 5.0 - 7.5 Light brown sandy SILT (ML) . <br /> 7.5 - 10.5 Brown sandy CLAY (CL) . <br /> 10.5 - 12.5 Brown silty CLAY (CL) . <br /> 12.5 - 15.5 Brown sandy CLAY (CL) with pea gravel. <br /> 15.5 - 17.5 Brown fine sandy CLAY (CL) . <br /> 17.5 - 20.0 Brown fine to medium SAND (SW) . <br /> PT-9 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 - 11.0 Light brown silty CLAY (CL) . <br /> 11.0 - 13.5 Brown slightly silty very fine to fine SAND (SM) . <br /> PT-10 0.0 - 0.5 Brown slightly sandy SILT (ML) . <br /> 0.5 - 3.0 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 3.0 - 11.5 Light brown silty CLAY (CL) . <br /> 11.0 - 13.5 Brown slightly silty very fine to fine SAND (SM) . <br /> PT-11 0.0 - 1.0 Brown slightly sandy SILT (ML) . <br /> 1.0 - 3.0 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 2.5 - 11.5 Light brown silty CLAY (CL) . <br /> 11.5 - 13.5 Brown slightly silty very fine to fine SAND (SM) . <br /> r <br /> P pERSO� <br /> � D � <br /> Z " <br /> O � <br /> 9SSOG♦ <br /> P <br />