WHAT HAVE BEEN ACCOMPLISHED:
The New Benicia-Martinez Bridge crossing the San Pablo Bay included more than 7,000-feet of bridge built by cast-in-place segmental construction. It is of post-tensioned light weight concrete. Bridge deck is more than 83 feet wide. Typical span lengths are 161 m (528 feet) with 201 m (659 feet) at the navigation channel. Seismic design was for important and lifeline structures.
JMEC has been structural consultant from preliminary engineering to the end of construction, and has completed the following:
- Preliminary design of main span
- Preliminary design of south approach structure
- Foundation design review for the 202 m span
- Quantity estimates for the Advanced Planning Study including the south approach structure (Frame 4), and part of main span
- Final design of south approach structure of CIP post-tensioning box girder of 315' span
- Final design of all pier tables
- Final design of Hinge E adjacent to Frame 4
- Final design of the north transition structure and pier diaphragms
- Designed superstructure to accommodate BART and evaluated the impact of redesigning the structure to accommodate Commuter Rail
- Completed the transverse analysis and design of the box girder in conjunction with TYLI
- Provided construction design support services throughout construction