12 Multi-Directional Disc Bearings
1,450 kips to 1,650 kips vertical strength load
145 kips to 165 kips horizontal strength load
17″ to 21″ of longitudinal displacement
2″ to 6″ of transverse displacement
+/-0.02 radians of strength rotation
Design Build Project:
Owner: Tri-County Metropolitan District of Oregon
Location: Tilikum Crossing Bridge over the Willamette River in Portland, Oregon
Bridge Design: 1,720 ft. span Cable Stayed Bridge with 2 180 ft. tall towers.
General Contractor: Kiewit Construction
Consulting Engineer: T. Y. Lin