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r, SPIESS RANCHO, SU 93-2 <br /> LOG OF TEST HOLES (Continued) <br /> Test Hole Depth(ft) Material <br /> PT-41 0.0 - 0.5 Brown sandy SILT (ML) . <br /> 0.5 - 2.5 Brown slightly sandy CLAY(CL) . <br /> 2.5 - 5.5 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 5.5 - 16.0 Brown sandy to slightly sandy CLAY (CL) . <br /> 16.0 - 20.0 Brown fine to medium SAND (SW) . <br /> PT-42 0.0 - 3.5 Brown slightly sandy silty CLAY(CL) . <br /> 3.5 - 16.0 Brown sandy to slightly sandy CLAY (CL) . <br /> 16.0 - 17.0 Brown silty fine SAND (SM) . <br /> 17.0 - 23.5 Brown sandy to slightly sandy silty CLAY (CL) . <br /> 23.5 - 25.0 Brown slightly silty fine to medium SAND (SM) . <br /> r <br /> PT-43 0.0 - 2.0 Brown slightly sandy SILT (ML) . <br /> 2.0 - 4.5 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 4.5 - 6.0 Brown sandy CLAY (CL) with pea gravel. <br /> 6.0 - 13.5 Brown sandy to slightly sandy CLAY (CL) . <br /> 13.5 - 14.5 Brown clayey SAND (SC) . <br /> r <br /> 14.5 - 16.0 Brown slightly sandy CLAY (CL) . <br /> 16.0 - 18.5 Brown slightly silty fine to medium SAND (SM) . <br /> 18.5 - 20.0 Brown slightly sandy CLAY (CL) . <br /> r <br /> P QERgOry <br /> Z W <br /> P <br />