BRIDGE FACT SHEET
- Structure
Length: 486
feet
- Maximum Span Length:
140
feet
- Number of Main Spans: 1
- Number
of Approach
Spans:
6-south, 3-north
- Year Built 1923
- Main
Span Type
Concrete
Arch-Deck
- Approach Span Type
Concrete
Stringer/Multi Beam
- Current ADT 6475 (1994)
- Curb / Curb Deck Width
20.2 feet
- Out / Out Deck Width
29.9 feet
- Number of lanes 2
- Structure
Length: 476
feet
- Maximum Span Length:
162
feet
- Number of Main Spans: 1
- Number
of Approach
Spans:
2-south 1-north
- Main Span Type
Concrete
Precast
Girders
- Approach Span Type
Concrete
Precast Girders
- Curb / Curb Deck Width
40 feet
- Out / Out Deck Width
45
feet
- Number of lanes 2 - 12
foot
with 8 foot shoulders
- Sidewalk 1 –
6
foot
separated from traffic by a traffic
barrier
- Design
Start: September, 1997
- Design Completion:
April
2000
- Right-of-way
Considerations:
March, 1998
- Construction Start:
June
2000
- Construction
Completion
September 2001
As of January 17,
2002,
the bridge is nearly complete. The original supplier for the bridge
railings went out of business last year. A new supplier was contacted
and his shop drawings were approved on May 7, 2001. The majority of the
pieces were placed last fall. A number of pieces had to be special
ordered once the bulk of the railing was in place. These items are on
back order waiting to be assembled. All material has been cut and
anodized and is now being assembled and welded. Several units have been
shipped and they anticipate that the balance should be shipped by
January 28, 2002. These are the last items required for physical
completion of the bridge.
- Construction
Cost
$$5,400,000 (est)
