3500 TERMINAL AVE Geotech Report 2022-10-25

Port of Everett—South Terminal Wharf& Electrical Upgrades—Phase 2 117 Table 14 — LPILE Input Parameters for Middle Section (Rows A to H) Effective Friction P-Y P- Elevation Unit ESU Soil Type Angle Modulus Multiplier (ft) Weight (pcf) (deg) (k) (pci) (mr) ESU 2 10 to-40 API Sand 63 35 80 1 ESU 4 -40 to-50 API Sand 63 38 120 1 ESU 6 -50 to-60 API Sand 58 32 50 1 [0.2] ESU 4 -60 to-75 API Sand 63 38 120 1 ESU 8 -75 to-130 API Sand 68 40 155 1 Note: []denotes liquefied condition. Table 15 — LPILE Input Parameters for North Section - Rows A to C Effective Friction P-Y Un- Strain P- Elevation Unit ESU Soil Type Angle Modulus drained Factor, Multiplier (ft) Weight (deg) (k) (pci) C (psf) E50 (ma) (pcf) ESU 4 -30 to-55 API Sand 63 38 120 - - 1 ESU 5 -55 to-60 Soft Clay 43 - - 225 0.02 1 [0.8] (Matlock) ESU 6 -60 to-70 API Sand 58 32 50 - - 1 [0.2] ESU 4 -70 to-85 API Sand 63 38 120 - - 1 ESU 8 -85 to-120 API Sand 68 40 155 - - 1 ESU 4 -30 to-55 API Sand 63 38 120 - - 1 Note:[]denotes liquefied condition. Table 16 — LPILE Input Parameters for North Section - Rows D and E Effective Friction P-Y Strain P- A Elevation Soil Unit Angle Modulus Un-drained Factor, Multiplier (ft) Type Weight (deg) (k) (pci) C (psf) E50 (mP) (pcf) ESU 2 -20 to-40 API Sand 63 35 80 - - 1 ESU 4 -40 to-55 API Sand 63 38 120 - - 1 ESU 5 -55 to-65 Soft Clay 43 - - 225 0.02 1 [0.8] (Matlock) ESU 6 -65 to-75 API Sand 58 32 50 - - 1 [0.2] ESU 4 -75 to-80 API Sand 63 38 120 - - 1 ESU 8 -80 to-120 API Sand 68 40 155 - - 1 Note: []denotes liquefied condition. A V 19232-01 HtRTCROwSLR December 6,2017