SR 91 TPK SB 131.0 over ST LUCIE CANAL


+27.11767, -80.27494
27°07'04" N, 80°16'30" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 91 TPK SB 131.0 over ST LUCIE CANAL
Structure number:890066
Location:3.7MI S/O STUART INT.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:142.1 ft. [43.3 m]
Total length:2750.1 ft. [838.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Vertical clearance below bridge:52.5 ft. [16.0 m]
Skew angle:28°
Owner:State Toll Authority [31]
Year built:1957
Year reconstructed:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:22,200 [as of 2017]
Truck traffic:14% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:92.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,492,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodGoodSatisfactory2220092.8
November 2015FairGoodGoodSatisfactory1800093.2
November 2013FairGoodGoodSatisfactory1600093.4
November 2011FairGoodGoodSatisfactory1800093.2
November 2009FairGoodGoodSatisfactory1800093.2
November 2007FairGoodGoodSatisfactory3650091.4
November 2005FairGoodGoodSatisfactory3050090.0
February 2005FairGoodGoodSatisfactory2820090.2
November 2001FairSatisfactorySatisfactorySatisfactory2060077.0
November 1999FairSatisfactorySatisfactorySatisfactory1070067.0
October 1997FairFairFairSatisfactory1070053.9
October 1995FairFairFairGood1070056.0
October 1993FairSatisfactoryGoodGood3623579.0
September 1991FairSatisfactoryGoodGood3623564.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.22,00119,8373551,8090
Steel Protective Coatingsq. ft.250,199249,733703960
Reinforced Concrete Decksq. ft.173,544171,6641,88000
Reinforced Concrete Columneach9081720
Reinforced Concrete Abutmentlinear ft.130129100
Reinforced Concrete Pier Caplinear ft.1,8961,881870
Pourable Jointlinear ft.906903030
Elastomeric Bearingeach512512000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5,5005,4850150