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Light Pole Foundation LP-10 (Alternate Soil Profile 1) <br /> Effective Unit Friction Cohesion Soil Modulus Soil Strain <br /> Depth(ft bgs) Soil Model <br /> Weight(pci) Angle(deg) (psf) K(pci) E so <br /> Sand <br /> 0 to 11 0.028 30 - 20 <br /> (Reese) <br /> 11 to 18 C 0.005 - 200 - 0.02 Soft Clay <br /> 18 to D 0.028 30 - 20 - Sand <br /> (Reese) <br /> Light Pole Foundation LP-10 (Alternate Soil Profile 2) <br /> Effective Unit Friction Cohesion Soil Modulus Soil Strain <br /> Depth(ft bgs) Soil Model <br /> Weight(pci) Angle(deg) (psf) K(pci) s so <br /> 0 to 11 0.028 30 - 20 _ Sand <br /> (Reese) <br /> 11 to 18 0.005 10 - 10 Sand <br /> (Reese) <br /> 18 to D4 0.028 30 - 20 Sand <br /> (Reese) <br /> Light Pole Foundation LP-13 <br /> Effective Unit Friction Cohesion Soil Modulus Soil Strain <br /> Depth(ft bgs) Soil Model <br /> Weight(pci) Angle(deg) (psf) K(pci) a so i <br /> 0 to 8.5 0.028 30 - 20 - Sand <br /> (Reese) <br /> 8.5to 38 0.010 20 - 15 Sand <br /> (Reese) <br /> 38 to D 0.028 30 - 20 Sand <br /> (Reese) <br /> Light Pole Foundation LP-14(Alternate Soil Profile 1) <br /> Effective Unit Friction Cohesion Soil Modulus Soil Strain <br /> Depth(ft bgs) Soil Model <br /> Weight(pci) Angle(deg) (psf) K(pci) s so <br /> Sand <br /> 0 to 3.5 0.028 30 - 20 <br /> (Reese) <br /> 3.5 to 15.5 0.005 - 100 - 0.02 Soft Clay <br /> Sand <br /> 38 to D 0.028 30 - 20 <br /> (Reese) <br /> Light Pole Foundation LP-14(Alternate Soil Profile 2) <br /> Effective Unit Friction Cohesion Soil Modulus Soil Strain <br /> Depth(ft bgs) Soil Model <br /> Weight(pci) Angle(deg) (ps ) K(pci) s <br /> _ f _ so <br /> Sand <br /> 0 to 3.5 0.028 30 - 20 <br /> _ (Reese) <br /> 3.5 to 15.5 0.005 10 - 10 Sand <br /> _ (Reese) <br /> 38 to D 0.028 30 - 20 Sand <br /> � (Reese) <br /> 17 <br />