Workshop Public Meeting Bluefield City Hall

Workshop Public Meeting
Bluefield City Hall
WV Department of Transportation
Division of Highways
State Project S328-BLU/E-1.00
Federal Project BR-0160(001)D
Martin Luther King, Jr. Bridge Replacement
Mercer County
Monday, October 17, 2011
Martin Luther King, Jr. Bridge Replacement
STATE PROJECT S328-BLU/E-1.00
FEDERAL PROJECT BR-0160(001)D
The existing bridge was built in 1966 by an unknown contractor and currently has
a sufficiency rating of 31.3. The bridge is owned by the City of Bluefield. The West
Virginia Division of Highways (WVDOH), by way of agreement, inspects the bridge and
has established an agreement to use federal bridge replacement funds to replace the
bridge. The existing bridge is posted for a 15 ton weight limit and considered to be
structurally deficient and functionally obsolete.
The purpose of the project is to build a new bridge providing the most suitable and
economically feasible alignment, while providing proper railroad clearances. The study
has evaluated 5 different alternatives and a no-build alternative. The preferred alternative
is #2. Below is a detailed description of all five alternatives. A matrix is attached to this
handout detailing the alternatives.
Alternative #1- provides a new bridge at its current location with a new three-span
bridge estimated to be 175 feet in length, 28 foot clear width, and 20 foot approach slabs.
The bridge consists of two 12-foot lanes, 2-foot curb and gutter, and two 5-foot
sidewalks. The grade will be raised to meet a minimum vertical railroad clearance of 23
feet above the rails. New piers will be placed in their existing locations. The grade of
various streets and driveways will need to be raised to intersect with the new bridge
approaches. The intersections will be controlled as they are now. Temporary
construction easements are required for right of way. Retaining walls will be constructed
on each side of the tracks and intergraded into the abutments. A new retaining wall will
be constructed on each side of Mercer Street along the south end of the bridge to avoid
encroachment on the gas station and adjacent property. Utility relocations will be
significant. Traffic will use the existing street system for a detour during construction.
Total estimated cost for alternative 1 is $6,461,000.
Alternative #2 (Preferred) - consists of placing a new bridge at its current location with
a new single-span bridge estimated to be 147 feet in length and a 28 foot clear width.
This will eliminate the piers between the tracks but requires the abutments to be moved
closer to the tracks. The bridge will consist of two 12-foot lanes, 2-foot curb and gutter
and two 5-foot sidewalks. The grade of the new bridge will be steeper in order to provide
minimum vertical railroad clearance. The grade of Pulaski and Roanoke Streets will be
raised as well. The intersections will be controlled as they are now. Right of way
requirements consist of temporary construction easements for the wider bridge.
Retaining walls on each side of the railroad tracks will only need to be reconstructed at
the bridge abutments. A new retaining wall will be constructed on each side of Mercer
Street along the south end of the bridge to avoid encroachment on the gas station and
adjacent property. Utility relocations will be significant. Traffic will use the existing
street system for a detour during construction. Estimated total cost for alternative 2 is
$6,180,800.
Alternative #3- consists of placing a new bridge on a skewed alignment east of its
current location and will have steeper vertical grades than the existing bridge. The grade
of the new bridge will be raised to meet the minimum vertical railroad clearance of 23
feet. The new bridge will be 175 feet long with a 28 foot clear width. The bridge
consists of two 12-foot lanes. 2-foot curb and gutters, and two 5-foot sidewalks. Two
piers are needed between the tracks. The grades of Pulaski and Roanoke Streets will be
raised. The intersection north of the bridge will be controlled as it is now, but a new
signal will be placed at the intersection created by the new bridge. The existing
signalized intersection will remain in place. Right of way requires permanent and
temporary construction easements. The gas station will be directly impacted and the
new alignment will impact properties on the north side of the new bridge. The higher
grades of the surrounding roads will require the acquisition of adjacent property. The
grade difference between the parking lot northeast of the existing intersection and
Roanoke Street will not allow access to Roanoke Street. This may cause the acquisition
of the adjacent apartment building. Retaining walls on each side of the railroad tracks
will need to be reconstructed and intergraded into the abutments. Utility impacts will be
significant. Traffic will be maintained on the existing bridge. Estimated total cost for
alternative 3 is $8,862,000.
Alternative #4- consists of placing a new bridge in its current location using stage
construction, while maintaining the existing structure for traffic. Using staged
construction will result in an alignment shift. Alternative 4 proposes a new single-span
bridge estimated to be 147 feet in length and having a 30 foot clear width. The bridge
will have two 12-foot lanes, two 3-foot curb and gutter sections, and two 5-foot
sidewalks. This will eliminated the need for piers, but will move the abutments closer to
the railroad tracks. The grade of the new bridge will be steeper to meet the minimum
railroad clearance. Due to the alignment shift, the grade on Pulaski Street will need to be
raised and will cause impacts to the adjacent sidewalk and properties north of the road.
The grade on Roanoke Street will also be raised. The intersections will be controlled as
they currently are. Right of way requirements include temporary easements. The
retaining wall on the north side of the railroad tracks will be increased and intergraded
into the new abutments. A retaining wall will be constructed on each side of Mercer
Street along the south end of the bridge to avoid encroachments on the gas station and
adjacent properties. Utility relocations will be significant. Estimated total cost for
alternative 4 is $7,163,300.
Alternative #5- consists of renovating the existing bridge which maintains the existing
typical section and the bridge remains functionally obsolete and also remains posted at its
current weight restriction plus still considered structurally deficient. Rehabilitation will
lengthen the life of the bridge 15 to 20 years in its current condition. Abutment #1 and
Pier #1 will need full replacement and a new retaining wall. Traffic will use the existing
street system for a detour during construction. Estimated total cost for alternative 5 is
$6,240,800.
No-Build Alternative- Due to the deteriorating condition of the bridge, the No-Build
alternative will eventually result in the permanent closure of the bridge to traffic. Due to
the high volume of traffic and location of this bridge, permanent closure is not feasible or
recommended.
The purpose of this informational workshop public meeting from 4:00 p.m. to 7:00 p.m. is to
afford participants an opportunity to ask questions and state their views and opinions on the
bridge replacement project. Your comments are important: comment sheets will be provided
at the workshop and one is attached to this handout; they can be dropped in a comment box at the
workshop, or mailed to:
Gregory Bailey, P.E., Director, Engineering Division
West Virginia Division of Highways
Capital Complex Building Five, Room 317
1900 Kanawha Boulevard East
Charleston, West Virginia 25305-0430
Any additional questions or comments can be sent to Sondra Mullins
([email protected]) or Traci Cummings ([email protected]) or visit the
WVDOH Website at www.transportation.wv.gov for project information and the opportunity to
comment on the project. Comments are due by Thursday, November 17, 2011.
This project will be processed as a Categorical Exclusion to clear the Environmental
(NEPA) requirement.
DATE:
Mr. Gregory L. Bailey, P.E.
Director, Engineering Division
West Virginia Division of Highways
State Capitol Complex, Building 5
1900 Kanawha Boulevard East
Charleston, West Virginia 25305-0430
LOCATION: Bluefield City Hall
200 Rogers Street
Bluefield, WV
SUBJECT: INFORMATIONAL WORKSHOP PUBLIC MEETING
PROJECT: Martin Luther King Jr. Bridge Replacement
S328-BLU/E-1.00
BR-0160(001)D
Bluefield, WV
Mercer County
COMMENTS DUE BY
Thursday, November 17, 2011
Please consider the following comments:
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(Please print the following information)
NAME:
ADDRESS:
ORGANIZATION (IF ANY):
How did you hear about the Informational Public Meeting?
Martin Luther
King, Jr
Bridge Project
Area

7° W
Name: BLUEFIELD
Date: 9/28/2011
Scale: 1 inch equals 2000 feet
Location: 17 0479928 E 4124749 N
Caption: Martin Luther King, Jr. Bridge
Mercer County
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