Once the tunnel has been constructed, the next critical step in the project was the sliding of the structure under Washington Road without impacting the flow of traffic above.
Freyssinet was awarded this project to assist all parties involved with the sliding of the structure. Our scope of work consisted of:
- Designing a jacking plan
- Customize equipment and monitoring system for operation
- Supply material
- Lease and operate equipment
Freyssinet specialists offered onsite supervision and related technical services for the sliding operation. This included providing assembly drawings and general jacking procedures.
The tunnel was slid into position by installing large concrete anchor walls on the other side of the embankment, and connecting the tunnel to the anchor walls with high-strength post-tensioning cables. A sharp jacking nose was installed on the front of the tunnel to minimize the reaction and guide the soil inward. The jacks applied equal tension on the cables as excavators inside the tunnel cleared a path by moving soil onto a conveyor belt which dumped on the other side. The jacking operations took place over 8 days with no disruption to overhead traffic.