Wabasso Bridge: Difference between revisions

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==Fact Sheet==
==Fact Sheet==
Overview: Stringer bridge over Intracoastal Waterway on Sr-510(Wabasso Rd)
<div class="disclaimer">Source: National Bridge Inventory. Information not verified; use at your own risk.</div>
<br>Location: Wabasso, Indian River County, Florida
<table border="0" cellpadding="0" cellspacing="0" class="wikitable" style="clear:both;margin:10px 0 0 0;">
<br>Roadway: SR510
<tr><td class="a">Name:</td><td>CR-510 WABASSO RD over CANAL</td></tr>
<br>Type: Stringer
<tr><td class="a">Structure number:</td><td>880047</td></tr>
<br>Builder: Scott Construction Co.
<tr><td class="a">Location:</td><td>3MI W OF CR-615</td></tr>
<br>History: Built 1970
<tr><td class="a">Purpose:</td><td>Carries highway over waterway</td></tr>
<br>Dimensions:
<tr><td class="a">Route classification:</td><td>Other Principal Arterial (Urban) <var>[14]</var></td></tr>
* Length of largest span: 112.9 ft.
<tr><td class="a">Length of largest span:</td><td>15.1 ft. <var>[4.6 m]</var></td></tr>
* Total length: 1,689.4 ft.
<tr><td class="a">Total length:</td><td>60.0 ft. <var>[18.3 m]</var></td></tr>
* Deck width: 33.1 ft.
<tr><td class="a">Roadway width between curbs:</td><td>40.0 ft. <var>[12.2 m]</var></td></tr>
Approximate latitude, longitude: +27.75975, -80.41797  (decimal degrees)  27°45'35" N, 80°25'05" W  (degrees°minutes'seconds")
<tr><td class="a">Deck width edge-to-edge:</td><td>42.0 ft. <var>[12.8 m]</var></td></tr>
<br>Approximate UTM coordinates: 17/557353/3070724 (zone/easting/northing)
<tr><td class="a">Owner:</td><td>County Highway Agency <var>[02]</var></td></tr>
<br>Quadrangle map: Sebastian
<tr><td class="a">Year built:</td><td>1951</td></tr>
<br>Average daily traffic (as of 2016): 13,300
<tr><td class="a">Year reconstructed:</td><td>1968</td></tr>
<br>Inventory number: FDOT 880053 (Florida Dept. of Transportation bridge number)
<tr><td class="a">Historic significance:</td><td>Bridge is not eligible for the National Register of Historic Places <var>[5]</var></td></tr>
<br>Inspection report (as of December 2017):
<tr><td class="a">Design load:</td><td>MS 13.5 / HS 15 <var>[3]</var></td></tr>
* Overall condition: Fair
<tr><td class="a">Number of main spans:</td><td>4</td></tr>
* Superstructure condition rating: Good (7 out of 9)
<tr><td class="a">Main spans material:</td><td>Concrete <var>[1]</var></td></tr>
* Substructure condition rating: Good (7 out of 9)
<tr><td class="a">Main spans design:</td><td>Slab <var>[01]</var></td></tr>
* Deck condition rating: Satisfactory (6 out of 9)
<tr><td class="a">Deck type:</td><td>Concrete Cast-in-Place <var>[1]</var></td></tr>
* Sufficiency rating: 81 (out of 100)
<tr><td class="a">Wearing surface:</td><td>Bituminous <var>[6]</var></td></tr>
</div>
</table></div>
 
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==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></div>
 
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==InspectionHistory==
<table width="100%" class="rowhilite" 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></div>
 
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==Element Data==
<p>Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.</p>
<table width="100%" class="rowhilite" 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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==Web Links==
==Web Links==

Revision as of 19:42, October 22, 2019

A 1,689.4' long stringer bridge spanning SR510 over the Indian River.

Wabasso Bridge, SR510, Indian River County

About Wabasso Bridge

The Wabasso Causeway Bridge is a two-lane concrete bridge spanning the Indian River (Intracoastal Waterway) in Indian River County, Florida. It crosses the Intracoastal Waterway at Statute Mile 943, southeast of unlighted day beacon #80. The two-lane bridge has a vertical clearance of 65 feet (20 m); the bridge replaced the old drawbridge that was built in 1927. The bridge was built by Scott Construction Company and was completed in 1970. The Florida Department of Transportation numbers are 880051 and 880053.

Video

Info Card

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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairGoodGoodSatisfactory550081.9
October 2015FairGoodGoodSatisfactory550081.9
October 2013FairGoodGoodSatisfactory550081.9
October 2011FairGoodGoodSatisfactory550081.9
October 2009FairGoodGoodSatisfactory550081.9
November 2007FairGoodGoodSatisfactory550081.9
November 2005FairGoodGoodSatisfactory550080.9
November 2003FairGoodGoodSatisfactory550080.9
February 2002FairGoodGoodSatisfactory550080.9
February 2000FairGoodGoodSatisfactory510081.0
February 1998FairGoodGoodSatisfactory510080.1
February 1996FairGoodGoodSatisfactory510081.0
January 1994FairGoodGoodSatisfactory510082.0
January 1992FairGoodGoodSatisfactory300084.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.9292000
Prestressed Concrete Pileeach1201200
Reinforced Concrete Pileeach120840
Reinforced Concrete Pier Caplinear ft.128128000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.121120010
Deck
Reinforced Concrete Slabsq. ft.2,5202,520000
Wearing Surfacessq. ft.2,4002,3791650

References