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SkyTrain Millennium Line
Vancouver, BC
Transit Home > SkyTrain Millennium Line

Precast concrete segmented box girders enabled the Millennium Line project to remain on schedule and under budget.

The SkyTrain Millennium Line extension is a 10-mile precast concrete segmental box girder aerial structure that adds to the existing SkyTrain automated guideway system in Vancouver, British Columbia, Canada.

Superstructure

The Millennium Line uses a single-cell, precast concrete segmental box girder. The cross section of the segment was designed to be torsionally stiff, allowing the construction of long spans through curved sections of the alignment. Each guideway beam was typically 120 feet long, 7 feet deep, and consisted of twelve 25-ton concrete segments.

About 5,700 concrete segments were cast at a special facility constructed for the Millennium Line. The segments were stored at the facility and moved to their erection sites using flatbed trucks. Each segment was unique to fit the horizontal and vertical geometry of the guideway rails in the section for which it was destined. Each segment took one day to form and cast, using about 13 cubic yards of concrete. The job was a massive undertaking, requiring about 130,000 cubic yards of concrete. Even so, construction of approximately 10 miles of standard elevated guideway was finished in only 16 months.

Most of the guideway, which is designed for a 100-year lifespan, was built along existing rail and highway corridors and features an unprecedented and unique application of truss-erected segmental precast guideway construction. Four of the massive 200-ton overhead erection trusses, with lengths in excess of 325 feet, were used to build the guideway. Standing on the guideway’s support columns, the launching girders raised precast guideway segments into place. Crews then threaded steel post-tensioning tendons through the concrete segments to form self-supporting beams wide enough to carry the two SkyTrain tracks.

The inserts for rail fasteners were cast into the segments at the plant, and then the trackwork was laid directly on the structural concrete. After the spans were erected, the elevations were surveyed, the profile grade was adjusted, and shims were introduced beneath fasteners as required. The average shim thickness for the entire project was less than 1/4 inch. This is the first application of direct fixation rail onto a segmental constructed guideway without the use of plinths.

Substructure

The substructure consisted of cast-in-place caissons and columns.

More than 500 cast-in-place concrete columns support the Millennium Line elevated guideway. The support columns are eight-sided and either 5 feet, 3 inches or 6 feet, 10 inches wide (wider at SkyTrain stations and some other locations). The columns flare out at the top to meet the inward angle of the guideway segments placed above them. About 26 cubic yards of concrete was required to build an average column. The foundations that hold the columns were typically created using drilled pier technology: steel casings with a diameter of 6 feet, 6 inches were vibrated into the ground, the earth was then augured from the center of the casing, a reinforcing steel cage was lowered into the casing, and concrete was placed. In areas where it was appropriate, spread footing foundations were used instead of drilled piers.

Unique Station Designs

Concrete was used for substructure elements at each of the unique stations along the extension.

The Millennium Line’s 13 stations are key to the success of the expanded rapid transit system. Each station is unique and was designed by British Columbia’s prominent architects and structural engineers, with input from an extensive public consultation process. Designed to be futuristic while complementing the communities in which they are located, the stations are built with provisions for public amenities and security features to ensure that commuters of all abilities and ages can use the line safely and efficiently. Stations are all constructed primarily with concrete elements up to the platform level. Columns and foundations are constructed with cast-in-place concrete, and the platforms are carried with precast concrete beams. The station ancillary cores utilize architectural concrete blocks.

The first section of the Millennium Line was turned over to the operating authority in December of 2001, with the balance of the line completing operational testing in August of 2002, less than three years after groundbreaking. The project is forecast to be completed on budget and within the established construction schedule, and once fully operational, the Millennium Line will have approximately 20 million riders annually by 2003. The total project cost was $1.1 billion in Canadian dollars.

Project Credits
Location: Greater Vancouver, British Columbia, Canada
Owner: RTP 2000 Ltd.
Engineer: Earth Tech
Contractor: SAR Transit JV
Concrete Supplier: Lafarge Canada
Precaster: SAR Transit JV


 
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