From: Review of accelerated construction of bridge piers - methods and performance
Project | Year Completed | Location | Accelerated Construction Methods Employed |
---|---|---|---|
US 12 bridge over Interstate I-5 | 2011 | Washington, US | Column-to-spread footing socket connection |
Chang-Shou Bridge | 1987 | Nan-Tou, Taiwan | Precast segmental columns |
New Samuel De Champlain Bridge | 2019 | Montréal, Canada | Precast segmental columns |
Edison Bridge Replacement | 1993 | Florida, US | Mechanical bar coupler |
Lake Belton New Bridge | 2002 | Texas, US | Grouted duct column connection |
San Francisco-Oakland Bay Bridge replacement | 2013 | California, US | Pipe-pin connection |
Squaw Creek Bridge | 2008 | Iowa, US | Pocket connection in the column to pier cap connections |
Escambia Bay Bridge | 2007 | Florida, US | Pocket connection in the column to pier cap connections |
Boone County Bridge | 2006 | Iowa, US | Pocket connection with corrugated steel pipes |
Madison County Bridge | 2007 | Iowa, US | Pocket connection with corrugated steel pipes |
Otomigawa Bridge | - | Ayabe, Japan | High-performance concrete panels for columns |