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)Ie Numbers 2 and 3 Static and Seismic LPILE parameters <br /> Effective Undrained <br /> Layer Top of Bottom Unit Friction Shear PI <br /> No. Soil Type (p-y model) Layer of Layer Weight, Angle Strength, Modul <br /> (in.) (in.) Y' (pci)� (deg) cu (psi)2 k (pc <br /> I0 0.0694 33 -- <br /> Rodway Fill (SM) 1 Sand (Reese) 180 0.0694 33 -- <br /> 180 0.0362 36 -- <br /> here. Glacial Till (SM) 2 Sand (Reese) 240 0.0362 36 -- <br /> 240 0.0449 40 -- <br /> Glacial Till (SM) 3 Sand (Reese) To Bottom 0.0449 40 -- <br /> LPILE LATERAL DESIGN PARAMETERS FOR SIGNAL POLE NUMBERS 2 AND 3 <br /> AWA GEOSCIENCES INC. BOTHELL LANDING PEDESTRIAN BRIDGE <br /> BOTHELL, WASHINGTON <br />