Wabasso Bridge: Difference between revisions

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<div class="irlsubtitle">A 1,689.4' long stringer bridge spanning SR510 over the Indian River in Vero Beach, Indian River County, Florida</div>
<div class="irlsubtitle">A 1,689.4' long stringer bridge spanning SR510 over the Indian River in Vero Beach, Indian River County, Florida</div>
 
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<section begin=about />
[[File:Wabasso_Bridge_002.jpg|320px|thumb|right|Wabasso Bridge, SR510, Indian River County|link= Wabasso Bridge]]
Wabasso Causeway Bridge is a 1,689.4' long, two-lane, concrete bridge spanning Bridge Blvd. (SR510) over the Indian River in Indian River County, Florida. The bridge's longest span is 112.9ft and it has a maximum vertical clearance of 62.3 feet. Wabasso Bridge was built by Scott Construction Company in 1970. The Florida Department of Transportation numbers are 880051 (relief bridge) and 880053 (main span).
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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==History==
==History==
[[Image:Wabasso_Bridge_Old.jpg|320px|thumb|right|Old Wabasso Bridge, Vero, Indian River County]]
[[Image:Wabasso_Bridge_Old.jpg|240px|thumb|right|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.<ref name=tcpalm />
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.<ref name=tcpalm />
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==Video==
==Video==
{{#evu:https://www.youtube.com/watch?v=NKdUU-OjVck|dimensions=420|alignment=left}}
{{#evu:https://www.youtube.com/watch?v=NKdUU-OjVck|dimensions=inherit|alignment=left}}
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==Fact Sheet==
<p>Source: National Bridge Inventory. Information not verified; use at your own risk.</p>
<table border="0" cellpadding="0" cellspacing="0" class="wikitable" style="clear:both;margin:10px 0 0 0;">
<tr><td class="a">Name:</td><td>CR-510 WABASSO RD over CANAL</td></tr>
<tr><td class="a">Structure number:</td><td>880047</td></tr>
<tr><td class="a">Location:</td><td>3MI W OF CR-615</td></tr>
<tr><td class="a">Purpose:</td><td>Carries highway over waterway</td></tr>
<tr><td class="a">Route classification:</td><td>Other Principal Arterial (Urban) <var>[14]</var></td></tr>
<tr><td class="a">Length of largest span:</td><td>15.1 ft. <var>[4.6 m]</var></td></tr>
<tr><td class="a">Total length:</td><td>60.0 ft. <var>[18.3 m]</var></td></tr>
<tr><td class="a">Roadway width between curbs:</td><td>40.0 ft. <var>[12.2 m]</var></td></tr>
<tr><td class="a">Deck width edge-to-edge:</td><td>42.0 ft. <var>[12.8 m]</var></td></tr>
<tr><td class="a">Owner:</td><td>County Highway Agency <var>[02]</var></td></tr>
<tr><td class="a">Year built:</td><td>1951</td></tr>
<tr><td class="a">Year reconstructed:</td><td>1968</td></tr>
<tr><td class="a">Historic significance:</td><td>Bridge is not eligible for the National Register of Historic Places <var>[5]</var></td></tr>
<tr><td class="a">Design load:</td><td>MS 13.5 / HS 15 <var>[3]</var></td></tr>
<tr><td class="a">Number of main spans:</td><td>4</td></tr>
<tr><td class="a">Main spans material:</td><td>Concrete <var>[1]</var></td></tr>
<tr><td class="a">Main spans design:</td><td>Slab <var>[01]</var></td></tr>
<tr><td class="a">Deck type:</td><td>Concrete Cast-in-Place <var>[1]</var></td></tr>
<tr><td class="a">Wearing surface:</td><td>Bituminous <var>[6]</var></td></tr>
</table>
==Inspection Report==
<p>Latest Available Inspection: October 2017</p>
<table border="0" cellpadding="0" cellspacing="0" class="wikitable">
<tr><td class="a">Good/Fair/Poor Condition:</td><td>Fair</td></tr>
<tr><td class="a">Status:</td><td>Open, no restriction <var>[A]</var></td></tr>
<tr><td class="a">Average daily traffic:</td><td>5,500 <var>[as of 2017]</var></td></tr>
<tr><td class="a">Truck traffic:</td><td>8% of total traffic</td></tr>
<tr><td class="a">Deck condition:</td><td>Good <var>[7 out of 9]</var></td></tr>
<tr><td class="a">Superstructure condition:</td><td>Good <var>[7 out of 9]</var></td></tr>
<tr><td class="a">Substructure condition:</td><td>Satisfactory <var>[6 out of 9]</var></td></tr>
<tr><td class="a">Structural appraisal:</td><td>Somewhat better than minimum adequacy to tolerate being left in place as is <var>[5]</var></td></tr>
<tr><td class="a">Deck geometry appraisal:</td><td>Somewhat better than minimum adequacy to tolerate being left in place as is <var>[5]</var></td></tr>
<tr><td class="a">Water adequacy appraisal:</td><td>Better than present minimum criteria <var>[7]</var></td></tr>
<tr><td class="a">Roadway alignment appraisal:</td><td>Equal to present minimum criteria <var>[6]</var></td></tr>
<tr><td class="a">Channel protection:</td><td>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. <var>[6]</var></td></tr>
<tr><td class="a">Scour condition:</td><td>Bridge foundations determined to be stable for the assessed or calculated scour condition. <var>[8]</var></td></tr>
<tr><td class="a">Sufficiency rating:</td><td>81.9</td></tr>
</table>
==InspectionHistory==
<table width="100%" class="wikitable" cellspacing="0"><tr><th>Date</th><th>Condition</th><th>Deck</th><th>Superstructure</th><th>Substructure</th><th>ADT</th><th>Suff. Rating</th></tr><tr><td>October 2017</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5500</td><td class="num">81.9</td></tr>
<tr><td>October 2015</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5500</td><td class="num">81.9</td></tr>
<tr><td>October 2013</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5500</td><td class="num">81.9</td></tr>
<tr><td>October 2011</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5500</td><td class="num">81.9</td></tr>
<tr><td>October 2009</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5500</td><td class="num">81.9</td></tr>
<tr><td>November 2007</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5500</td><td class="num">81.9</td></tr>
<tr><td>November 2005</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5500</td><td class="num">80.9</td></tr>
<tr><td>November 2003</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5500</td><td class="num">80.9</td></tr>
<tr><td>February 2002</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5500</td><td class="num">80.9</td></tr>
<tr><td>February 2000</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5100</td><td class="num">81.0</td></tr>
<tr><td>February 1998</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5100</td><td class="num">80.1</td></tr>
<tr><td>February 1996</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5100</td><td class="num">81.0</td></tr>
<tr><td>January 1994</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>5100</td><td class="num">82.0</td></tr>
<tr><td>January 1992</td><td>Fair</td><td>Good</td><td>Good</td><td>Satisfactory</td><td>3000</td><td class="num">84.4</td></tr>
</table>
==Element Data==
<p>Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.</p>
<table width="100%" class="wikitable" cellspacing="0"><tr><th>Element</th><th>Units</th><th>Quantity</th><th>1-Good</th><th>2-Fair</th><th>3-Poor</th><th>4-Serious</th></tr><tr><td colspan="7" class="eltsubhead">Substructure</td></tr>
<tr><td class="lev1"><span title="Element #215">Reinforced Concrete Abutment</span></td><td>linear&nbsp;ft.</td><td class="num">92</td><td class="num"><span title="100.0%">92</span></td><td class="num"><span title="0.0%">0</span></td><td class="num"><span title="0.0%">0</span></td><td class="num"><span title="0.0%">0</span></td></tr>
<tr><td class="lev1"><span title="Element #226">Prestressed Concrete Pile</span></td><td>each</td><td class="num">12</td><td class="num"><span title="0.0%">0</span></td><td class="num"><span title="100.0%">12</span></td><td class="num"><span title="0.0%">0</span></td><td class="num"><span title="0.0%">0</span></td></tr>
<tr><td class="lev1"><span title="Element #227">Reinforced Concrete Pile</span></td><td>each</td><td class="num">12</td><td class="num"><span title="0.0%">0</span></td><td class="num"><span title="66.7%">8</span></td><td class="num"><span title="33.3%">4</span></td><td class="num"><span title="0.0%">0</span></td></tr>
<tr><td class="lev1"><span title="Element #234">Reinforced Concrete Pier Cap</span></td><td>linear&nbsp;ft.</td><td class="num">128</td><td class="num"><span title="100.0%">128</span></td><td class="num"><span title="0.0%">0</span></td><td class="num"><span title="0.0%">0</span></td><td class="num"><span title="0.0%">0</span></td></tr>
<tr><td colspan="7" class="eltsubhead">Bridge Rail</td></tr>
<tr><td class="lev1"><span title="Element #331">Reinforced Concrete Bridge Rail</span></td><td>linear&nbsp;ft.</td><td class="num">121</td><td class="num"><span title="99.2%">120</span></td><td class="num"><span title="0.0%">0</span></td><td class="num"><span title="0.8%">1</span></td><td class="num"><span title="0.0%">0</span></td></tr>
<tr><td colspan="7" class="eltsubhead">Deck</td></tr>
<tr><td class="lev1"><span title="Element #38">Reinforced Concrete Slab</span></td><td>sq.&nbsp;ft.</td><td class="num">2,520</td><td class="num"><span title="100.0%">2,520</span></td><td class="num"><span title="0.0%">0</span></td><td class="num"><span title="0.0%">0</span></td><td class="num"><span title="0.0%">0</span></td></tr>
<tr><td class="lev2"><span title="Element #510">Wearing Surfaces</span></td><td>sq.&nbsp;ft.</td><td class="num">2,400</td><td class="num"><span title="99.1%">2,379</span></td><td class="num"><span title="0.7%">16</span></td><td class="num"><span title="0.2%">5</span></td><td class="num"><span title="0.0%">0</span></td></tr>
</table>
</div>
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Revision as of 08:35, October 24, 2020

Template:IRL header bridge

A 1,689.4' long stringer bridge spanning SR510 over the Indian River in Vero Beach, Indian River County, Florida

Wabasso Causeway Bridge is a 1,689.4' long, two-lane, concrete bridge spanning Bridge Blvd. (SR510) over the Indian River in Indian River County, Florida. The bridge's longest span is 112.9ft and it has a maximum vertical clearance of 62.3 feet. Wabasso Bridge was built by Scott Construction Company in 1970. The Florida Department of Transportation numbers are 880051 (relief bridge) and 880053 (main span).



Wabasso Bridge
Wabasso Bridge
Wabasso Bridge is a two-lane concrete bridge spanning SR510 over the Indian River and Intracoastal Waterway in Indian River County, Florida. Article
Waterway: Central Indian River Road: SR510
City: Wabasso County: Indian River
Type: Concrete High Span Builder:Scott Construction
DOT: 880051, 880053 L: 1689.4' H: 62.3' Built: 1970
Location: 27.75975,-80.41797


Wabasso Causeway includes 4 bridges:

Number Water Structure Road
880052 Indian River West Relief SR510
National Bridge Data
Number 880052
Route 00510
Place 74625
County Indian River
Features Indian River Relief
Facility SR510 Wabasso Road
Location 0.5Mi East of US-1
Latitude 27451178
Longitude 80254429
Service On Roadway Highway - Pedestrian
Service Under Roadway Waterway Relief
Owner FDOT
Built 1967
Rebuilt
Lanes 2
Lane Direction 2 way
Direction
Traffic 13300
Traffic Year 2016
Future Traffic 23076
Future Traffic Year 2038
Length 61m
Width 12m
Clearance
Kind Prestressed concrete
Type Stringer/Multi-beam/Girder
Deck Type Concrete Cast-in-Place
Critical
Inspection Date (mm-yy) 11-17
Deck Good
Superstructure Good
Substructure Good
Channel 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.
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
Number Water Structure Road
880051 Indian River West Span SR510
National Bridge Data
Number 880051
Route 00510
Place 74625
County Indian River
Features Indian River
Facility SR-510 Wabasso Rd
Location 0.7Mi East of US-1
Latitude 27452066
Longitude 80252909
Service On Roadway Highway - Pedestrian
Service Under Roadway Waterway
Owner FDOT
Built 1967
Rebuilt
Lanes 2
Lane Direction 2 way
Direction
Traffic 13300
Traffic Year 2016
Future Traffic 23076
Future Traffic Year 2038
Length 412m
Width 12m
Clearance
Kind Prestressed concrete
Type Stringer/Multi-beam/Girder
Deck Type Concrete Cast-in-Place
Critical
Inspection Date (mm-yy) 11-17
Deck Satisfactory
Superstructure Satisfactory
Substructure Satisfactory
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
Number Water Structure Road
880053 Indian River East Span SR510
National Bridge Data
Number 880053
Route 00510
Place 74625
County Indian River
Features Intracoastal Waterway
Facility SR-510(Wabasso Rd)
Location 1.4MI E OF US-1
Latitude 27453510
Longitude 80250470
Service On Roadway Highway
Service Under Roadway Waterway
Owner FDOT
Built 1970
Rebuilt
Lanes 2
Lane Direction 2 way
Direction
Traffic 13300
Traffic Year 2016
Future Traffic 23076
Future Traffic Year 2038
Length 515m
Width 11m
Clearance
Kind Prestressed concrete
Type Stringer/Multi-beam/Girder
Deck Type Concrete Cast-in-Place
Critical
Inspection Date (mm-yy) 12-17
Deck Satisfactory
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
Number Water Location Road
880050 Indian River East Relief SR510
National Bridge Data
Number 880050
Route 00510
Place 74625
County Indian River
Features Indian River
Facility SR510 Wabasso Road
Location 1.2MI East of US-1
Latitude 27452951
Longitude 80251396
Service On Roadway Highway - Pedestrian
Service Under Roadway Waterway
Owner FDOT
Built 1967
Rebuilt
Lanes 2
Lane Direction 2 way
Direction
Traffic 13300
Traffic Year 2016
Future Traffic 23076
Future Traffic Year 2038
Length 61m
Width 12m
Clearance
Kind Prestressed concrete
Type Stringer/Multi-beam/Girder
Deck Type Concrete Cast-in-Place
Critical
Inspection Date (mm-yy) 11-17
Deck Good
Superstructure Good
Substructure Satisfactory
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

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]

Video

Web Links

References

  1. ↑ Vero Beach Centennial: Barber, Alma Lee Loy, Wabasso bridges built as county population grew

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