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Hoover Dam Bypass
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KLAS
Story and Video - 5-16-03
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PROJECT OVERVIEW The
Hoover Dam Bypass Project (which includes the New Colorado
Bridge) is a complex project made up of four
miles of roadway (two lanes in each direction), eight bridges,
wildlife crossings, a 2,000 foot-long bridge over the Colorado
River and various pedestrian and visitor improvements. Because
of the magnitude of this project, it will be constructed in four
distinct phases: the Arizona Approach, the Nevada Approach, the
Colorado River Bridge, and final roadway surfacing. Construction
of the Arizona approach has begun followed by the Nevada
Approach in mid-2003 and Colorado River Bridge in late 2003. The
entire Hoover Dam Bypass Project is expected to be complete in
2007 at a cost of $234 million. The Central
Federal Lands Highway Division (CFLHD) of the Federal Highway
Administration (FHWA) is responsible for delivery of Hoover Dam
Bypass project for the states of Arizona and Nevada. CFLHD is
the managing partner of a multi-agency project management team
consisting of the Arizona and Nevada Departments of
Transportation, the FHWA, the Bureau of Reclamation, the
National Parks Service and the Western Area Power
Administration. Comprehensive design services are being provided
by the Hoover Support Team (HST), which consists of HDR
Engineering (lead), Sverdrup Civil and T.Y. Lin International.
The type of bridge being built is Composite Concrete Deck Arch
Bridge. The river bridge contract is scheduled
for construction beginning in late 2003 with completion in 2007.
The composite solution was developed to address the specific
design issues inherent to the Hoover Dam site. It is
recommended on the merits of cost, schedule, aesthetics and
technical excellence. The specific advantages of the concrete
composite alternative include the following:
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The concrete composite alternative blends
the best of both concrete and steel, using concrete in
compression for the arch, and lighter steel for the upper
structure. Concrete is used where it is most economical, and
is efficiently placed using a form traveler system that is a
proven construction technology for this type of work.
- The concrete composite alternative is the lowest projected
cost for the favored solid rib alternatives, and the blend of
concrete and steel design detail options allows the greatest
flexibility to design for cost efficiency.
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The composite distributes construction risks in terms
of costs, quality control and schedule. Concrete casting is
completed in a confined form, and runs in parallel with steel
fabrication. The steel superstructure reduces the risk of
delays and eliminates many quality control issues inherent
with a cast-in-place concrete superstructure in the open
environ over the gorge. The composite structure utilizes
concrete where it is most efficient and steel where it is most
efficient.
- The composite structure allows progress to occur in
parallel on site during arch erection and in the shop for
superstructure steel fabrication, with relative independence
between these operations.
The
selection of the composite alternative is influenced by a
priority given to schedule, budget and compatibility with the
Hoover Dam. A design choice with the blend of steel and
concrete also favors the composite as a single alternative with
the greatest opportunity for cost control. The construction
schedule criteria favors the composite structure over the all
cast-in-place concrete structure.
Information Provided by http://www.hooverdambypass.org
5-16-03 Update
60% Plan Sheets
60%
Specifications
The
Colorado River Bridge will facilitate the realignment of US 93
and will span the Colorado River approximately 1,500 feet
downstream of Hoover Dam, connecting Clark County, NV and Mohave
County, AZ.
The
project will encompass all aspects of the construction of this
transportation facility, as well as relative minor approach
roadway work. Major bid items include (approximate):
50,500 yd3 structure excavation (various), 2,500 yd3
structural backfill, 20,000 LF rock anchors, 10,000 ft2
wire mesh fence for boulder containment, 500 each rock bolts,
28,500 yd3 structural concrete (various locations,
some options between Precast and CIP), 7,235,500 lb reinforcing
steel (various locations, some options between Precast and CIP),
380,500 ft2 painting concrete structures, 24 each
bearings, 81,000 lb post tensioning strand R/C caps,
40,000 lb post tensioning bars R/C caps, 798,000 lb structural
steel furnish arch struts, 798,000 lb structural steel erect
arch struts, 103,000 lb post tensioning bars arch struts, cap
option (steel or concrete) -1,353,000 lb structural steel
furnish steel caps and 1,353,000 lb structural steel erect steel
caps and 77,500 lb post tensioning bars steel caps and 5,116,000
lb structural steel furnish fab boxes and 5,116,000 lb
structural steel erect boxes or 952,000 lb structural steel
furnish concrete caps and 952,000 lb structural steel erect
concrete caps, 2000 ft median barrier; along with associated
survey, staking, contractor testing, and traffic control.
2-25-03 Update The
Arizona Contract has been awarded! The first phase of the
Hoover Dam Bypass, the Arizona Approach, is set to begin early
this year. The contract for construction services has been
awarded to the joint venture team of R.E. Monks Construction and
Vastco Inc., of Fountain Hills, Arizona.
The Arizona Approach is the roadway leading from
Arizona U.S. 93 to the new Colorado River bridge crossing
(approximately 1500 feet downstream of the Hoover Dam).
The Arizona Approach will include:
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1.8 miles of four-lane roadway (two lanes in
each direction divided by a concrete median)
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Sugarloaf Mountain Bridge – 900-foot bridge
spanning a canyon on the east side of Sugarloaf Mountain
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Traffic Interchange at the intersection of the
Bypass, the Hoover Dam Access Road and Kingman Wash Road
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Wildlife crossings at bridges
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Drainage improvements
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Trail access parking
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Staining of newly exposed rock cuts

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