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SRWall (ver 3.22 April 2002) <br />LN OS11135 <br />Geosvnthetics Properties: <br />IStrength and Polvmer 7'ype: Type 1 'lype 2 :ype 3 <br />Ultimate Strength (lbs/ft) 3700.0 2625.0 5300.0 <br />I2olymer Type F�PE or PP polyester F�PE or PP <br />� <br />� <br />Reduction Factors: Type 1 Type 2 Type 3 <br />Creep (=1.00 for seismic analysis) 1.00 1.00 1.00 <br />Durability 2.00 2.00 2.00 <br />InsCallation Damage 3.00 3.00 3.00 <br />Overall Factor ot Safety 1.50 1.50 1.50 <br />(Dynamic) Allowable Srrenqth: Type 1 Type 7 1'ype 3 <br />Ta (lbs/fl) 411.11 291.67 588.89 <br />Coefficient oI Interaction: Type 1 <br />Ci 0.7 <br />CoefficienL of DirecC Slidin : Type 1 <br />Cds 0.95 <br />Connection Strenqth: <br />illtimate Strenach Cri.teri.on: <br />Minimum (lbs/LC) <br />FricCion Angle (degrees) <br />Maximum (lbs/ft) <br />Service State Criterion: <br />Minimum (Lbs/Lt) <br />Friction Angle (deyrees) <br />Mar.imum (lbs/f.C) <br />Type 1 <br />1233.3 <br />22.0 <br />1850.0 <br />�YPe 2 <br />0.7 <br />TYPe 2 <br />0.95 <br />Type 2 <br />875.0 <br />22.0 <br />1312.5 <br />1233.3 875.0 <br />22.0 22.0 <br />1850.0 1312.5 <br />Geosynthetic-Seqmental Retaininq Wall Unit <br />Znter'face Shear Strenqth: Type 1 <br />Ultimate Strength Criterion: <br />Minimurti (lbs/ft) 500.0 <br />Friclion Angle (degrees) 45.0 <br />Mar.imum (lbs/ft) 2000.0 <br />Service State Criterion: <br />Mini.mum (lbs/ft) 500.0 <br />Friction Anqle (degr.ees) 45.0 <br />Maximum (1bs;f.C) 2000.0 <br />'lype 2 <br />500.0 <br />45.0 <br />2000.0 <br />Type 3 <br />0.7 <br />Type 3 <br />0.95 <br />Type 3 <br />1766.7 <br />22.0 <br />2650.0 <br />1766.7 <br />22.0 <br />2650.0 <br />7'ype 3 <br />500.0 <br />45.0 <br />2000.0 <br />500.0 500.0 <br />45.0 45.0 <br />2000.0 2000.0 <br />Page 3 <br />