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SRWall (ver 3.22 April 2002) Page 2 <br />LN 0511135 <br />Slopes: <br />Front Slope (dr_qrees) <br />�ack Slope (degrees) <br />Infinite �ack Slope <br />horizontal <br />11.0 <br />Uniformly Distributed Surcharqes: <br />Live Load Surcharge none <br />Dead Load Surcharge none <br />Soil Data: Soi1 Description: <br />Reinforced Soil sand <br />Retai.ned Soil sand <br />Levelling Pad Soi1 gravel <br />Foundation Soi.l sand <br />Seyrnental Unit Name: <br />Segmental Uni.t Data: <br />Cap Height (in) none <br />Unit Height (Ilu) (in) 30.0 <br />Unit WidCh (Wu)(in) 30.0 <br />Unit Length (in) 60.0 <br />Setback (in) 0.0 <br />WeighC (inf:illed) (lbs) 4375.0 <br />Unit Wei.ght (infilled) (pcf:) 140.0 <br />Center of Gcavity (in) 15.0 <br />Friction <br />Cohesion Angle Unit k'eight <br />(psf) (degrees) (pcf) <br />N/A 36.0 135.0 <br />N/A 34.0 125.0 <br />N/n 40.0 135.0 <br />0.0 36.0 135.0 <br />Segruental Unit InCerface Shear DaLa: <br />Properties Ultimate Strength Criteria Service State Criteria <br />Mi.nimum (lbs/ft) 500.0 500.0 <br />F'ricCion Angle (degrees) 45.0 45.0 <br />Maximum (1bs/fC) 2000.0 2000.0 <br />Geosynthetic Reinforcernent Types and Number: <br />Type Number Name <br />1 4 FmPE qeosynthetic <br />2 0 PET qeosynthetic <br />3 0 PP geosynthetic <br />