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v <br /> _ SPIESS RANCHO, SU 93-2 <br /> LOG OF TEST HOLES (Continued) <br /> Test Hole Depth(ft) Material <br /> PT-19 0.0 - 1.5 Brown slightly sandy SILT (ML) . <br /> 1.5 - 2.5 Light brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 2.5 - 6.0 Brown slightly sandy silty CLAY (CL) . <br /> 6.0 - 10.5 Brown silty CLAY (CL) . <br /> 10.5 - 23.0 Brown sandy CLAY (CL) . <br /> r. <br /> 23.0 - 24.5 Brown fine to medium SAND (SW) . <br /> PT-20 0.0 - 2.5 Brown slightly sandy SILT (ML) . <br /> 2.5 - 4.0 Brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 4.0 - 6.5 Brown alightly 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 - 25.5 Brown fine to medium SAND (SW) . <br /> PT-21 0.0 - 1.5 Brown slightly sandy SILT (ML) . <br /> 1.5 - 3.0 Brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 3.0 - 10.5 Brown clayey fine to medium SAND (SC) . <br /> 10.5 - 12.0 Brown fine to medium SAND (SW) with pea gravel. <br /> PT-22 0.0 - 2.5 Brown slightly sandy silty CLAY (CL) . <br /> 2.5 - 3.5 Brown sandy SILT (ML) , moderately cemented <br /> (hardpan) . <br /> 3.5 - 5.5 Brown slightly sandy silty CLAY (CL) . <br /> 5.5 - 18.5 Brown silty CLAY (CL) . <br /> 18.5 - 23.0 Brown sandy CLAY (CL) . <br /> 23.0 - 25.5 Brown fine to medium SAND (SW) . <br /> P QERSO� <br /> s <br /> z W <br /> o � <br /> ,r50G♦ <br /> P <br />