Bridging It All Together
Burns & McDonnell engineers designed an ITS to meet the new roadway network’s guidance, safety and security needs. The project’s ITS work included the design and installation of dynamic message sign boards over the road and at curbside in the arrivals pickup area. Also installed were traffic signal systems, closed-circuit TV cameras, magnetometer vehicle detection sensors and a road weather information system.
When considering the design for the new road that serves both arrivals and departures, environmental requirements dictated that the system couldn’t extend out over Flushing Bay and had to double back in front of the terminal. That led to tight road curvatures and a challenging road design. Designing the complex geometry of the project, providing continuous traffic access to the old terminal until the new one was completed, and extending no road above the waterway were all significant project challenges.
While the new terminal was being constructed, the design team created a temporary bridge system to help traffic continue traveling to the existing Delta Air Lines terminal. There were five different temporary bridges consisting of a total of 10 spans plus one Acrow bridge. After this temporary system was established, the project team focused all attention on a permanent road and bridge system at the new terminal that included adding several departure lanes. In an effort to determine how best to build out the area, the team developed a 3D physical model using OpenBridge software to visualize each construction phase. Midas Civil software was then used for the 3D structural analysis and design to determine capacities needed to support traffic loads under normal circumstances and in case of extreme weather or seismic events.
To satisfy the site constraints, construction phasing and new terminal location; the team developed a complex alignment for a 3,200-linear-foot elevated departures roadway that included a tight radius horseshoe configuration. The permanent bridge structure included 84 columns and 39 spans. Supporting beams on top of the pier caps are 800 disc bearings and another 74 seismic isolation bearings. The work required 54,000 tons of concrete and 14,000 tons of steel.