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SRWall (ver 3.22 April 2002) <br />LN 0511135 <br />Slopes: <br />Front' Slope (dFgrees) horizontal <br />Back Slope (degrees) 11.0 <br />Infinit.e Back Slope <br />� Uniformly Di:rtributed Surcharqes: <br />I ---- <br />Live Load Surcharge none <br />Dead Load Surcharge none <br />I-_.�, _ _ ..— - .: , ___,. _--<. � --°- <br />Friction <br />Cohesion Angle <br />Soi.l Data: Soil Description: (psl) (deqrees) <br />Reinforced Soil sand N/A 36.0 <br />Retai.ned Soil sand N/A 34.0 <br />I.evelling Pad Soil qravel W/A 40.0 <br />Foundation Soil sand 0.0 36.0 <br />Seqnienta] Unit Name: <br />�egmental Unit Data: <br />Cap Ileight (in) none <br />Unit HeighC (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 />UniC Weig}�t (infill.ed) (pcf) 140.0 <br />Center of Gravity (in) 15.0 <br />Page 2 <br />Unit Weiqht <br />(pcf) <br />135.0 <br />125.0 <br />135.0 <br />135.0 <br />Seqmental Unit Interface Sheac Uata: <br />Properties Ultimate SCc�ength Critecia Service State Criteria <br />Mi.nimum (lbs/fC) 500.0 500.0 <br />FricCion Angle (d�grees) 45.0 d5.0 <br />Maxi_rtium (]bs/fC) 2000.0 2000.0 <br />Gcosynthetic Reinforcement 1'yyes and Nurnber: <br />4'ype Number Name <br />1 2 F�PE qeosynthetic <br />? 0 PET geosynthetic <br />3 0 Pp qeosynthetic <br />