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' SRWa/l(ver 3,22 Apri12002) Pa <br /> ge 3 <br /> � LN U0310349 <br /> Geosvnthetics Prooerfies• <br /> ' Strenpth and PolvmerTv�e• Type 1 Type 2 Type 3 <br /> Ultimate Strength(Ibs/ft) 3000.0 N/A N/A <br /> Polymer Type <br /> ' polyester NIA NIA <br /> Reducfion Factors: Type 1 Type 2 Type 3 <br /> � Creep 1.67 NIA NIA <br /> Durability 1,15 NIA NIA <br /> Installation Damage 1.14 N/A NIA <br /> Overall Factor of Safety 1.50 NIA NIA <br /> , — <br /> Allowable Strenafh• Type 1 Type 2 Type 3 <br /> ' Ta(Ibs/ft) _ -- 913.5 NIA NIA <br /> , Coe�cient of Interaction: Type 1 Type 2 Type 3 <br /> Ci 0.9 NIA N/A <br /> ' Coefficient of Direct Slidina• Type 1 Type 2 Type 3 <br /> Cds _— 0.9 N/A NIA <br /> ' Geos nthetics Notes: <br /> Verify parameters with manufacturer. <br /> ' -- <br /> Connection Strenath• Type 1 Type 2 Type 3 <br /> , Ulfimate Strength Crfterion: <br /> Minimum(Ibs/ft) 195.0 NIA N/A <br /> Friction Angle(degrees) 52.0 NIA N/A <br /> , Maximum(Ibs/ft) 1250.0 NIA N/A <br /> Service State Cr'rterion: <br /> Minimum(Ibslft) 169.0 NIA NIA <br /> ' Friction Angle(degrees) 52.0 NIA NIA <br /> Maximum(Ibs(ft) 1240.0 NIA NIA <br /> � Geosvnthefic Connection Notes• <br /> As interpreted from laboratory test results. <br /> ' Geosvnthetic-Seamental Retainina Wall Unit <br /> Interface ShearStrenath� Type 1 Type 2 Type 3 <br /> ' Ultimate Strength C�tenon: <br /> Minimum(Ibs/ft) 1076.0 N�p N�q <br /> Friction Angle(degrees) 26.0 NIA N/A <br /> Maximum(Ibs/ft) 2150.0 NIA N/A <br /> , Service Sfate C�terion: <br /> Minimum(Ibs/ft) 770.0 NIA NIA �� ��� <br /> Friction Angle(degrees) 23.0 NIA NIA � <br /> Maximum(Ibs/ft) 2050.0 NIA NIA <br /> 1 -- _ " .��,� �- <br />