Broadway Transportation Improvements Project (Boulder)
14th Street
Tennyson St.
S. Broadway
Reconstruction/ Wesley to Yale
Airport Projects
- Grand Junction Regional
- Riverton Regional
- Gunnison-Crested Butte
30th Street Transportation Improvements Project
Conduit 74
S. Broadway
Reconstruction/ Arizona to Iowa
WYDOT - Gillette/Douglas
HWY 59
Ferril Lake at City Park
University Blvd./E. Asbury Ave. Reconstruction
Larimer Square
Hanging Lake Tunnel
Elmer's TwoMile Greenway Project
Denver Water Conduit
Project #25
Winslow Road
GCC Dacotah Cement Terminal
28th & Pearl Improvement Project
Broadway Street & Bridge Reconstruction
Foothills Parkway
& Arapahoe
Glenwood Canyon
Grand Avenue Paving
Roundabouts
Santa Fe Dr. & Belleview
Utilities
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Concrete Works was involved in a truly unique project in Glenwood
Canyon in 2007: the repair of an 85-foot long, 1-inch wide crack
in the ceiling of the Hanging Lake Tunnel, just east of the maintenance
complex, above the eastbound lanes of I-70. CDOT witnessed water
leaking through the crack and decided to close the eastbound tunnel
on March 30, 2007, and just four days later, Concrete Works was
hired to repair the failed structure.
The job was no easy task. The structure itself is 105 feet long
and 40 feet wide with approximately 40 feet of dirt and rock above
it that needed to be removed before the repair work could even begin.
SDG, Inc. was immediately hired to design the temporary shoring
needed to support the failed structure within the tunnel so that
the rock and dirt removal could safely begin. By mid-May, 210,000
pounds of structural steel shoring, which included 24 inch beams
and 14 inch and 12 inch HP columns, were quickly and successfully
installed.
Beginning May 15, rock removal and structural excavation to expose
the failed structure began as CDOT finalized the design and details
of the repair. The concrete top slab pouring was completed at the
end of August and the shotcrete bottom slab was completed on Sept.
17. The reinstallation of the the tunnel ceiling tiles began in
mid-September as well. The tunnel was then reopened to eastbound
traffic in October. The structure backfilling operation continued
with 435 - 16 ft x 4 ft x 2.5 ft blocks of high-density styrofoam
placed above the repaired slab. Approximately 3 feet of screened
structural fill was then placed on top of the new slab. Ten feet
of high-density foam blocks were positioned, after which 5 feet
of geogrid reinforced structural backfill was placed above the foam.
Backfill design changes significantly lessened the weight of the
backfill and provided increased protection from falling rocks. The
backfilling operation and drainage pipe installation continued through
November.
The 48-inch storm drainage piping and Cinnamon Creek headwall reconfigurations
were completed at the end of November. The final seeding and mulching
of the disturbed area (1.7 acres), in addition to the removal of
all equipment from the site, was completed by the first week in
December, just as the first real big snow storm hit.
Article
from Colorado Public Works Journal, June 2007 (.pdf) |