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SRWa11 (ver 3.22 April 2002) Page 2 <br />LN OS11135 <br />Slopes: <br />Front Slope (degrees) horizontal <br />Rack Slope (degrees) 11.0 <br />Infinite Back Slope <br />Uniformly Distributed Surcharqes: <br />I <br />Live Load Surcharge <br />iDead Load Surcharge <br />none <br />none <br />� Friction <br />� Cohesion Angle Unit Weight <br />Soil Data: Soil Description: (psf) (degrees) (pcf) <br />Reinforced Soil sand N/A 36.0 135.0 <br />Retained Soil sand N/A 34.0 125.0 <br />I.,evelling Pad Soil gravel N/A 40.0 135.0 <br />IFoundation Soi1 sand 0.0 36.0 135.0 <br />Seqmental Un1C Narne: <br />Segmental Unit ;7ata: <br />Cap HeighC (i.n) none <br />Unit Heiqhl (fiu)(in) 30.0 <br />Unit Width (Wu)(in) 30.0 <br />Unit Length (in) 60.0 <br />Setback (in) 0.0 <br />Wei.ght (inf.ill.ed) (lbs) 4375.0 <br />Onit Wcight (infilled) (pcf) 140.0 <br />Center of. GraviCy (in) 15.0 <br />s'egrnental Unit Interface Shcar Uata: <br />Properties Ulti.matc Strenqth Cr.i.teria Service State Criteria <br />Minitnum (7bs/[C) 500.0 500.0 <br />FricCion P.ngle (degrees) 45.0 45.0 <br />Maximum (lb:;/It) 2000.0 2000.0 <br />Geosynthet.ic Rainforcement Types and Number: <br />7'ype Num6ec' Name <br />1 3 E�PE geosynthetic <br />� 0 PET qeosynthetic <br />3 0 PP qeosynthetic <br />