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ESPANA <br /> LEGEND Geotechnical <br /> Consulting <br /> 1 Project: Lodi Rail/Multimodal Station Project No.: E168-1 <br /> 1 Soil Symbols MATERIAL DESCRIPTION <br /> m <br /> Sapler Symbols USCS <br /> 1 and Field Tast Data <br /> ...,........ <br /> ML Low Pias ticity SILT <br /> ......................................................... <br /> .............................................................. <br /> SP Poorly-Graded SAND <br /> ' SP-SM Slightly Silty SAND............... ........................................................................................ <br /> X . <br /> d:l:L 1: <br /> 1 <br /> ........ 5...................................................... <br /> CL-M ..............Silty Low Plasticity CLAY <br /> ......... ........ ....................................... <br /> SC Clayey SAND <br /> ............ .......y.. <br /> 1 ..................... ......... <br /> ............................... <br /> SM Silt SAND <br /> .................................... <br /> ♦" GW Well-Graded GRAVEL <br /> GP Poorly-Graded GRAVEL <br /> ................................................................. <br /> SM-ML Silty SAND to Sandy SILT <br /> ............ .. <br /> ........................... <br /> Paving <br /> . ............................... <br /> California Modified Sampler(3.5-inch O.D.), Blow Counts <br /> s (4,5,6) for 6-inch intervals using 350 ft-lbs energy hammer <br /> 1 . ..................... . <br /> 8 Standard Penetration Test(S.P.T.) Sampler(2-inch O.D.), <br /> 9 Blow Counts(7,8,4) for 6-inch intervals <br /> 1 Push ..Thin-11-ed Shelby Tube Sampler <br /> .......................I....I.........I......... <br /> Bulk Sample Taken From Auger <br /> 1 _ Ground Water Measured Upon Completion of Boring <br /> 1 <br /> 1 <br /> ' Figure 1-28 <br /> 502 Giuseppe Court, Suite 11, Roseville, CA 95678 <br /> (916) 773-2.600 FAX {916} 782-4846 <br /> 1 <br />