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f <br /> PRESENTATION OF CONE PENETRATION TEST DATA <br /> I1.0 INTRODUCTION <br /> This report presents the results of a Cone Penetration Testing (CPT) and in situ soil & <br />' groundwater sampling program carried out at the 1601 Turnpike Road site located in <br /> Stockton, CA The work was performed on October 10th, 2002 The scope of work was <br /> performed as directed by Advanced Geo personnel <br />' <br /> 2.0 FIELD EQUIPMENT & PROCEDURES <br />' The Cone Penetration Tests (CPT) were carred out by GREGG IN SITU, INC of <br /> Martinez, CA using an integrated electronic cone system The CPT soundings were <br /> performed in accordance with ASTM standards (D 5778-95) A 20 ton capacity cone <br /> iwas used for all of the soundings (figure 1) This cone has a tip area of 15 cm2 and <br /> friction sleeve area of 225 cm The cone is designed with an equal end area friction <br /> sleeve and a tip end area ratio of 0 85 <br /> The cones used during the program recorded the following parameters at 5 cm depth <br />' intervals <br /> - Tip Resistance (qc) <br />'. - Sleeve Friction ft) <br /> - Dynamic Pore Pressure (U) <br /> The above parameters were printed simultaneously on a printer and stored on a <br />' computer diskette for future analysis and reference <br /> The pore water pressure element was located directly behind the cone tip The pore <br /> 1 water pressure element was 5 0 mm thick and consisted of porous plastic Each of the <br /> elements were saturated in silicon oil under vacuum pressure prior to penetration Pore <br /> ' pressure dissipations were recorded at 5 second intervals when appropriate during <br /> pauses in the penetration <br /> 1 A complete set of baseline readings was taken prior to each sounding to determine <br /> temperature shifts and any zero load offsets Monitoring base line readings ensures <br /> that the cone electronics are operating properly <br /> 1 The cones were pushed using GREGG IN SITU's CPT rig, having a down pressure <br /> capacity of approximately 20 tons One CPT sounding was performed The penetration <br /> ' test was carried to a depth of approximately 147 feet below ground surface Test <br /> locations and depths were determined in the field by Advanced Geo personnel <br /> 1 <br /> i <br /> 1 <br /> 1 <br />