PB Network
Sharing Technical Insights Since 1885
3rd Quarter 1998 • Issue No. 42 • Volume XII • Number 2
Portland Light-Rail Transit Tunnel Project
Introduction to the Good, the Bad, and the Lessons Learned
By David S. McAllister, Portland, OR 503-417-9354, mcallister@pbworld.com

The Westide Light Rail Tunnel Project articles were presented as part of a special printing of PB Network that was distributed at the North American Tunneling ’98 Conference and the World Tunnel Congress ‘98, and is available for other tunneling and geotechnical conferences.

The articles are sponsored by PAN 19 Geotechnical Engineering and PAN 37, Tunneling and Underground Engineering. Some other activities being sponsored by the PANs include:

• Preparation of an FHWA report on the use of slurry walls as part of the final underground structure
• Compilation of tunnel lessons learned
• Guidelines for geotechnical baseline report
• Guidelines for tunnel layout geometric design
• Preparation of PB tunneling engineering seminars
• Guidelines for soil/structure interaction analysis
• Tunneling update for PB resident engineers manual.

Please contact PAN Coordinators Amanda Elioff (LA EMC, 213-312-3214, amanda.elioff@pbdmjm.com) or Brian Brenner (Boston Central Artery, 617-951-6276, brbrenne@bigdig.com) if you would like to participate in these PAN projects.

Figure 1. The 29-km (18-mile) long extension to Portland, Oregon’s light rail transit system.
The Pacific Northwest is a major growth center in the U.S., with Portland, Oregon being one of its rapidly growing metropolitan centers. Near Portland, most of the expansion is in Washington County, particularly in the areas surrounding Beaverton and Hillsboro. The West Hills separate Portland from Beaverton, and are connected by the Sunset Highway.

The Portland Light Rail Project, undertaken by the Tri-County Metropolitan Transportation District (Tri-Met) of Portland, Oregon, is a 29-km (18-mile) extension to the existing Tri-Met Metropolitan Area Express (MAX) light rail transit system. It adds service from downtown Portland to the suburban communities of Beaverton and Hillsboro, located west of Portland’s downtown central business district (Figure 1).

The overall goal of the project is to operate an optimal transit system while maintaining each community’s values and sensitivities for the environment. A 4.6 km (2.75-mile) twin bore tunnel through the West Hills with a deep, underground station at Washington Park was selected as the best route for achieving this goal. The tunnel minimizes the impacts to and preserves the aesthetics of the Sunset Highway canyon while providing flatter grades than other alignments and winter weather protection.

PB’s design and construction management contributed to the success of the entire project. The articles in this section focus on some specific design and construction elements of the tunnel contract, the primary features of which are:

  • 4.6 km (2.75 miles) of twin bore tunnels, 5.7 m (18 feet 8 inches) in diameter
  • 79-m (260-foot) deep transit station at Washington Park , the deepest in North America
  • Twin shafts, 9.4 m (31 feet) in diameter for access to the station platforms and for ventilation
  • A ventilation shaft 5 m (17 feet) in diameter.
The other articles focus on certain design and construction elements of the tunnel contract and provide in-depth information on tunnel liner problems and managing noise and vibration. A previous PB Network article, “Careful Design Results in Cost Savings on the Westside Corridor Project” by Rick Mayes (Winter ‘93/94, pp 13-15, 41-42) discussed the use of ground-structure interaction concepts in the design, especially at Washington Park Station. Another interesting article that appeared earlier is “Hydraulic Modeling of Fire Protection Pipelines for the Westside Rail Tunnels” by Ken Harris, Spring ‘96, pp 24, 25.

 

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