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SRWall (ver 3.22 April 2002) <br />LN O5]]135 <br />Page 2 <br />Slopes: <br />Front Slope (degrees) horizontal <br />Back Slope (degrees) 11.0 <br />Infinite Back Slope <br />iUniformly Distributed Surcharqes: <br />Live Load Surcharge <br />IDead Load Surcharge <br />Soil Data: Soi.l Description: <br />Re.inforced Soil sand <br />Retained Soil sand <br />L�evel.ling Pad Soi.l. qr.avel <br />FoundaCion Soil. sand <br />Seqmental UniL Narne: <br />Segmental Unit Data: <br />Cap Height (in) none <br />(lni.t Height (Fiu) (in) 30.0 <br />Unit Width (Wu)(in) 30.0 <br />Uni.t I,ength (in) 60.0 <br />SeCback (in) 0.0 <br />Weight (infilled) (lbs) 4375.0 <br />Unit WeighC (infi_ll.ed) (pcf) 140.0 <br />Center of GraviCy (in) 15.0 <br />none <br />none <br />Friction <br />Cohesion Angle Unit Weight <br />(psf) (deqrees) (pcf) <br />N/A 36.0 135.0 <br />N/A 34.0 125.0 <br />N/A 40.0 135.0 <br />0.0 36.0 135.0 <br />Segrnental Unit Interf�ce Shear Uata: <br />Properties Ultimate Strength Cri.teria Servicc= State Crzteria <br />Minimum (lbs/ft) 500.0 500.0 <br />Friction An91e (de9r.ees) 45.0 45.0 <br />Maximum (lbs/f") 2000.0 2000.0 <br />Geosynthetic Reinforcement 1'ypes and Number: <br />�; 1'ype Number Name <br />1 3 l�PE geosynthetic <br />2 0 PET geosynthetic <br />' 3 0 PP qeosynthetic <br />I <br />