Merrill Barber Bridge: Difference between revisions

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The bridge has a total length of 3,834 feet (1,169 m) with a main span of 100 feet (30 m) and a 65 ft vertical clearance. The Florida Department of Transportation number is 880087.
The bridge has a total length of 3,834 feet (1,169 m) with a main span of 100 feet (30 m) and a 65 ft vertical clearance. The Florida Department of Transportation number is 880087.
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Revision as of 10:50, October 25, 2020

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Merrill P. Barber Bridge, built in 1995 by Odebrecht Contractors of Florida, Inc., is a concrete arch bridge that spans SR60 over the Indian River and Intracoastal Waterway in Indian River County, Florida.

The bridge has a total length of 3,834 feet (1,169 m) with a main span of 100 feet (30 m) and a 65 ft vertical clearance. The Florida Department of Transportation number is 880087.



Merrill Barber Bridge

Merrill Barber Bridge
The Merrill Barber Bridge is a concrete arch bridge that spans SR60 over the Indian River in Indian River County, Florida. Article
Waterway: Central Indian River Road: SR60
City: Vero Beach County: Indian River
Type: concrete arch Builder:Odebrecht
DOT: 880087 L: 3834.2' H: 62.3' Built: 1995
Location: 27.65293,-80.37329


Number Water Structure Road
880087 Indian River Main Span SR60
National Bridge Data
Number 880087
Route 00060
Place Vero Beach
County Indian River
Features ICWW
Facility SR-60
Location 0.6Mi. W of SR-A1A
Latitude 27390707
Longitude 80225301
Service On Roadway Highway - Pedestrian
Service Under Roadway Waterway
Owner FDOT
Built 1995
Rebuilt
Lanes 4
Lane Direction 2 way
Direction
Traffic 23500
Traffic Year 2016
Future Traffic 40772
Future Traffic Year 2038
Length 1169m
Width 30m
Clearance
Kind Prestressed concrete continuous
Type Stringer/Multi-beam/Girder
Deck Type Concrete Cast-in-Place
Critical
Inspection Date (mm-yy) 03-17
Deck Good
Superstructure Good
Substructure Good
Channel Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift.
Culvert N/A
Scour Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures

History

Merrill P. Barber Bridge (SR60)

The original connection to the barrier island was a curved wooden structure built on cabbage palm pilings and opened in 1920.

In 1951, the wooden bridge was replaced with a concrete bridge with a steel bascule span. This bridge was in constant state of disrepair and was removed, barged out to sea and sunk as an artificial reef.

The old steel bascule span was purchased by Disney and is now in Orlando at the Walt Disney World theme park.

The bridge is named for Merrill P. Barber, the mayor of Vero Beach from 1947 to 1949, and member of the Florida Senate from the 12th District from 1954 to 1958 and from the 29th District from 1963 to 1968.

Fact Sheet

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:SR-60 over ICWW
Structure number:880087
Location:0.6Mi. W of SR-A1A
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:142.1 ft. [43.3 m]
Total length:3834.2 ft. [1168.6 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:99.1 ft. [30.2 m]
Vertical clearance below bridge:62.3 ft. [19.0 m]
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:27
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Video

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