The I-205 Bridge is a part of the 5.5 mile extension
of Tri-Met’s Light Rail Line in northeast Portland from
the Gateway Station to the Portland International Airport.
The $125M project completes the final link from downtown Portland
to the airport and is being designed and constructed by the
Bechtel Infrastructure Corporation’s design/build team.
As a subconsultant to Bechtel, FINLEY provided both design
and construction engineering services for the 1160 ft. flyover
structure at I-205, near the airport.
The structure consists of a 300 ft. long approach unit consisting
of precast Bulb-T girders and an 860 ft. long cast-in-place
segmental unit. The four span segmental unit has spans of
180 ft., two spans at 250 ft., and 180 ft. The 34 ft. wide
box girder carries two tracks of light rail traffic. The CIP
segmental structure was selected in order to minimize impacts
to I-205 traffic, while still accommodating the geometric
requirements of long spans and a horizontal radius of curvature
of 550 ft. The box girder varies in depth from 13 ft. to 7
ft. and is supported monolithically on single, 8 ft. diameter
columns and drilled shafts. The substructure design is complicated
by high seismic design force requirements with a wide variety
of soil conditions and pier heights.
The structure was built in balanced cantilever construction
using a single pair of conventional form travelers. With a
tight project schedule, the substructure work began in April
of 1999 (prior to completion of the final superstructure design)
with completion of the entire I-205 Bridge in April of 2000.
The I-205 Bridge was critical for the overall project schedule,
in that it allows construction access to the median of I-205.
The first of three cantilevers was completed in November of
1999 and the entire structure was completed by early spring
of 2000. The substantial completion date for the entire project
was July of 2001.
Services
Provided:
• Integrated Segment Drawings
• Geometrical Control of Casting, Erection, and Procedural
Manuals
• Casting Curves
• Analysis of Construction Loading
• Design of Erection Equipment and False work
• Erection Procedures
• Post-Tensioning Calculations
• On and off-Site Technical Assistance