Laserfiche WebLink
SRWall (ver 3.22 .April 2002) <br />LN 0511135 <br />Slopes: <br />FronC Slope (degrees) <br />[3ack Slope !degr.ees) <br />lnfinite 6ack Slope <br />� Uniforml!i Distributed Surcharqes: <br />Live Load SurcY�ar.ge <br />iDead Load Surchar9e - --- <br />1 <br />Soi1 Data: Soi1 Description: <br />I Rei.nLorced Soi.l sand <br />� Retained Soil sand <br />Levelling Pad Soil qravel <br />( FoundaCion Soi.1 sand <br />i __ <br />Segmental Unit N.ame: <br />Segmental Unit Data: <br />Cap Height (in) none <br />Unil lieight (1{u) (in) 30.0 <br />UniC N�idLh (Wu)(in) 30.0 <br />UniC Length (in) 60.0 <br />SeCback (in) 0.0 <br />47•>�yhC (i.nfil.led) (lbs) 4375.0 <br />Unit l9eight (i.nfi.11ed) (pcf) 140.0 <br />Center ot Gravity (in) 15.0 <br />horizontal <br />11.0 <br />aone <br />nane <br />Friction <br />Cohesion AnqZe <br />(psf) (degrees) <br />N/J1 <br />N/Il <br />N/A <br />0.0 <br />36.0 <br />34.0 <br />40.0 <br />36.0 <br />Page 2 <br />Unit Weight <br />(par) <br />135.0 <br />125.0 <br />135.0 <br />135.0 <br />Segmental Unit Interface Shear Data: <br />Propec'ties Ultimate Strenqth Criteria Servi.ce State Criteria <br />Minimutn (lbs/ft) 500.0 500.0 <br />EricCion Angle (de9rees) 45.0 45.0 <br />Maximum (lb;;/fC) 2000.0 2000.0 <br />__ . _ _ . <br />Geosynthetic Reinforcement Types and Number: <br />7'ype Number Nama <br />1 2 t�PF qeosynthetic <br />7- 0 PET qeosynthetic <br />3 0 PP qeosynthetic <br />