Info:Merrill Barber Bridge: Difference between revisions
From Indian River Lagoon Project
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| |Link1=https://www.youtube.com/watch?v=npy0vkKC65U Video: Merrill P. Barber Bridge is Busiest Connection From Vero Beach to Barrier Island | | |Link1=https://www.youtube.com/watch?v=npy0vkKC65U Video: Merrill P. Barber Bridge is Busiest Connection From Vero Beach to Barrier Island |
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| |Poster=Admin | | |Poster=Admin |
| |Posted=20201024125120 | | |Posted=20201024125120 |
Revision as of 12:58, November 19, 2020
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| The Merrill Barber Bridge is a concrete arch bridge that spans SR60 over the Indian River in Indian River County, Florida. Article
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| Waterway: Central Indian River
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Road: SR60
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| City: Vero Beach
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County: Indian River
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| Type: concrete arch
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Builder:Odebrecht
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| DOT: 880087
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L: 3834.2'
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H: 62.3'
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Built: 1995
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Location: 27.65293, -80.37329
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| Number
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Water
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Structure
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Road
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| 880087
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Indian River
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Main Span
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SR60
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National Bridge Data
| Number
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880087
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| Route
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00060
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| Place
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Vero Beach
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| County
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Indian River
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| Features
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ICWW
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| Facility
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SR-60
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| Location
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0.6Mi. W of SR-A1A
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| Latitude
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27390707
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| Longitude
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80225301
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| Service On Roadway
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Highway - Pedestrian
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| Service Under Roadway
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Waterway
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| Owner
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FDOT
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| Built
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1995
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| Rebuilt
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| Lanes
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4
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| Lane Direction
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2 way
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| Direction
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| Traffic
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23500
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| Traffic Year
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2016
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| Future Traffic
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40772
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| Future Traffic Year
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2038
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| Length
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1169m
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| Width
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30m
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| Clearance
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| Kind
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Prestressed concrete continuous
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| Type
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Stringer/Multi-beam/Girder
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| Deck Type
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Concrete Cast-in-Place
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| Critical
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| Inspection Date (mm-yy)
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03-17
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| Deck
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Good
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| Superstructure
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Good
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| Substructure
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Good
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| Channel
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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.
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| Culvert
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N/A
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| Scour
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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
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