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SRWall (ver 3.22 April 2002) <br />t,N 0511135 <br />Slopes: <br />Front Slope (degrees) <br />�ack Slope (degrees) <br />Infinite ➢ack Slope <br />horizontal <br />11.0 <br />I UniformJy Distributed Surcharaes: <br />l _. <br />Live Load Surchaige none <br />� Dead Load Surcharge none <br />Soi1 Data: Soil Description <br />Reinforced Soil sand <br />Retained Soil sac;d <br />Levelling Pad Soil qravel <br />Foundation Soil sand <br />Page 2 <br />F'riction <br />Cohesion 1ingle Unit Weight <br />. (psf) (degrees) (pcf) <br />N/n 36.0 135.0 <br />N/n 34.0 125.0 <br />N/A 40.0 135.0 <br />0.0 36.0 135.0 <br />�mental Unit Name: <br />Segmental Unit Data: <br />Cap Hcight (in) none <br />Unit Height (Hu)(in) 30.0 <br />Unit Width (Wu)(in) 30.0 <br />Unil Length (in) 60.0 <br />Setback (in) 0.0 <br />Weight (infilled) (lbs) 4375.0 <br />Unit Wei.ght (infilled) (pcP) 140.0 <br />Center oE Gravity (i.n) 15.0 <br />Seqniental Unit Interface Shear Data: <br />Properties [lltimate Strenqth Ct-i.teri.a Service State Criteria <br />Minimum (lbs/ft) 500.0 500.0 <br />F'riction Angle (degrees) a5.0 45.0 <br />Mar.imum (lbs/fC) 2000.0 2000.0 <br />GeosyntheCic Reinforcement 'lvpes and Nurnber: <br />Type Number Name <br />1 4 I�PE geosynthetic <br />2 0 PET qeosynthetic <br />3 0 PP geosynthetic <br />