Wabasso Bridge
From Indian River Lagoon Project
A 1,689.4' long stringer bridge spanning SR510 over the Indian River in Vero Beach, Indian River County, Florida
Wabasso Bridge, SR510, Indian River County
The Wabasso Causeway Bridge is a two-lane concrete bridge spanning the Indian River (Intracoastal Waterway) in Indian River County, Florida. The two-lane bridge has a vertical clearance of 65 feet (20 m). The bridge was built by Scott Construction Company and was completed in 1970. The Florida Department of Transportation numbers are 880051 and 880053.
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Wabasso Bridge is a two-lane concrete bridge spanning SR510 over the Indian River and Intracoastal Waterway in Indian River County, Florida. Article
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Waterway: Central Indian River
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Road: SR510
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City: Wabasso
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County: Indian River
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Type: Concrete High Span
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Builder:Scott Construction
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DOT: 880051, 880053
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L: 1689.4'
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H: 62.3'
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Built: 1970
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Location: 27.75975,-80.41797
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Wabasso Causeway includes 4 bridges:
Number
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Water
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Structure
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Road
|
880052
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Indian River
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West Relief
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SR510
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National Bridge Data
Number
|
880052
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Route
|
00510
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Place
|
74625
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County
|
Indian River
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Features
|
Indian River Relief
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Facility
|
SR510 Wabasso Road
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Location
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0.5Mi East of US-1
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Latitude
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27451178
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Longitude
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80254429
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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 Relief
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Owner
|
FDOT
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Built
|
1967
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Rebuilt
|
|
Lanes
|
2
|
Lane Direction
|
2 way
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Direction
|
|
Traffic
|
13300
|
Traffic Year
|
2016
|
Future Traffic
|
23076
|
Future Traffic Year
|
2038
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Length
|
61m
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Width
|
12m
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Clearance
|
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Kind
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Prestressed concrete
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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)
|
11-17
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Deck
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Good
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Superstructure
|
Good
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Substructure
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Good
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Channel
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Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly.
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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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Number
|
Water
|
Structure
|
Road
|
880051
|
Indian River
|
West Span
|
SR510
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National Bridge Data
Number
|
880051
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Route
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00510
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Place
|
74625
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County
|
Indian River
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Features
|
Indian River
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Facility
|
SR-510 Wabasso Rd
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Location
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0.7Mi East of US-1
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Latitude
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27452066
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Longitude
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80252909
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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
|
Owner
|
FDOT
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Built
|
1967
|
Rebuilt
|
|
Lanes
|
2
|
Lane Direction
|
2 way
|
Direction
|
|
Traffic
|
13300
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Traffic Year
|
2016
|
Future Traffic
|
23076
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Future Traffic Year
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2038
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Length
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412m
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Width
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12m
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Clearance
|
|
Kind
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Prestressed concrete
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Type
|
Stringer/Multi-beam/Girder
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Deck Type
|
Concrete Cast-in-Place
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Critical
|
|
Inspection Date (mm-yy)
|
11-17
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Deck
|
Satisfactory
|
Superstructure
|
Satisfactory
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Substructure
|
Satisfactory
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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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Number
|
Water
|
Structure
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Road
|
880053
|
Indian River
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East Span
|
SR510
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National Bridge Data
Number
|
880053
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Route
|
00510
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Place
|
74625
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County
|
Indian River
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Features
|
Intracoastal Waterway
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Facility
|
SR-510(Wabasso Rd)
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Location
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1.4MI E OF US-1
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Latitude
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27453510
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Longitude
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80250470
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Service On Roadway
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Highway
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Service Under Roadway
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Waterway
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Owner
|
FDOT
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Built
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1970
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Rebuilt
|
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Lanes
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2
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Lane Direction
|
2 way
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Direction
|
|
Traffic
|
13300
|
Traffic Year
|
2016
|
Future Traffic
|
23076
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Future Traffic Year
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2038
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Length
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515m
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Width
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11m
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Clearance
|
|
Kind
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Prestressed concrete
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Type
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Stringer/Multi-beam/Girder
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Deck Type
|
Concrete Cast-in-Place
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Critical
|
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Inspection Date (mm-yy)
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12-17
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Deck
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Satisfactory
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Superstructure
|
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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Number
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Water
|
Location
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Road
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880050
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Indian River
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East Relief
|
SR510
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National Bridge Data
Number
|
880050
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Route
|
00510
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Place
|
74625
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County
|
Indian River
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Features
|
Indian River
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Facility
|
SR510 Wabasso Road
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Location
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1.2MI East of US-1
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Latitude
|
27452951
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Longitude
|
80251396
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Service On Roadway
|
Highway - Pedestrian
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Service Under Roadway
|
Waterway
|
Owner
|
FDOT
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Built
|
1967
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Rebuilt
|
|
Lanes
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2
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Lane Direction
|
2 way
|
Direction
|
|
Traffic
|
13300
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Traffic Year
|
2016
|
Future Traffic
|
23076
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Future Traffic Year
|
2038
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Length
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61m
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Width
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12m
|
Clearance
|
|
Kind
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Prestressed concrete
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Type
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Stringer/Multi-beam/Girder
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Deck Type
|
Concrete Cast-in-Place
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Critical
|
|
Inspection Date (mm-yy)
|
11-17
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Deck
|
Good
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Superstructure
|
Good
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Substructure
|
Satisfactory
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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
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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
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History
Old Wabasso Bridge, Vero, Indian River County
Until 1920, there were only two bridges spanning across the Indian River, one in Brevard County's Cocoa and the second in Martin County's Hobe Sound. On Labor Day in 1920, a new wooden Vero Bridge opened and access to the ocean was available to all who lived on the Vero mainland. For boat traffic, a bridge tender, who lived in a house near the middle of the crossing, would open the metal swing span by hand. Tolls were charged to cross the bridge, ranging from 5 cents for pedestrians, 10 cents for horses and 35 cents for delivery trucks.[1]
Fact Sheet
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR-510 WABASSO RD over CANAL |
Structure number: | 880047 |
Location: | 3MI W OF CR-615 |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1951 |
Year reconstructed: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Inspection Report
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,500 [as of 2017] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.9 |
InspectionHistory
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
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October 2017 | Fair | Good | Good | Satisfactory | 5500 | 81.9 |
October 2015 | Fair | Good | Good | Satisfactory | 5500 | 81.9 |
October 2013 | Fair | Good | Good | Satisfactory | 5500 | 81.9 |
October 2011 | Fair | Good | Good | Satisfactory | 5500 | 81.9 |
October 2009 | Fair | Good | Good | Satisfactory | 5500 | 81.9 |
November 2007 | Fair | Good | Good | Satisfactory | 5500 | 81.9 |
November 2005 | Fair | Good | Good | Satisfactory | 5500 | 80.9 |
November 2003 | Fair | Good | Good | Satisfactory | 5500 | 80.9 |
February 2002 | Fair | Good | Good | Satisfactory | 5500 | 80.9 |
February 2000 | Fair | Good | Good | Satisfactory | 5100 | 81.0 |
February 1998 | Fair | Good | Good | Satisfactory | 5100 | 80.1 |
February 1996 | Fair | Good | Good | Satisfactory | 5100 | 81.0 |
January 1994 | Fair | Good | Good | Satisfactory | 5100 | 82.0 |
January 1992 | Fair | Good | Good | Satisfactory | 3000 | 84.4 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
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Substructure |
Reinforced Concrete Abutment | linear ft. | 92 | 92 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 12 | 0 | 12 | 0 | 0 |
Reinforced Concrete Pile | each | 12 | 0 | 8 | 4 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 128 | 128 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 121 | 120 | 0 | 1 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,520 | 2,520 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,400 | 2,379 | 16 | 5 | 0 |
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