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EL DORADO PKWY over AILSA CANAL

Map

Coordinates:
+26.54917, -81.98611
26°32'57" N, 81°59'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EL DORADO PKWY over AILSA CANAL
Structure number:125502
Location:0.1MI W of PELICAN BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:56.4 ft. [17.2 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection: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. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:60.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorPoorPoorGood120060.1
November 2015GoodGoodGoodGood120090.3
November 2013GoodGoodGoodGood120090.3
November 2011GoodGoodGoodGood120096.7
November 2009GoodGoodGoodGood120096.7
November 2007GoodGoodGoodGood120096.7
November 2005GoodGoodGoodGood100096.8
November 2003GoodGoodGoodGood100096.8
September 2001GoodGoodGoodGood100095.8
September 1999FairSatisfactoryGoodGood108095.7
September 1997FairSatisfactoryGoodGood108090.7
September 1995GoodGoodGoodGood100090.5
September 1993GoodGoodGoodGood100087.7
August 1992FairFairFairGood100074.6
August 1991FairFairFairGood100074.6