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Ihe cone penetrometer test was completed by advancing a small-diameter steel tip with an adjacent <br /> slceve �vith hydraulically operated equipment mounted in a tracked vehicle. Measurements of t.a and <br /> slecve resist:.nce allow interpretation of the soil protile and the density/consistency and shear strength. r� <br /> piezometer-equipped cone tip was used allowing pore «�ater pressure mcasurements. Loes of the conc <br /> � tnetrometcr �ests am resented in Fi ures A-9 throu�h A-18. "l�hc lo�s were devclo c d concurrentl <br /> P' P S 6 6� P' >' <br /> with the i_a:.,. <br /> I I� <br /> F'i(e No.8987-001-00 PRbI'A-: GEOENGINEEH� <br /> '� OctnLer ll,2006 <br />