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SR91 N/S TPK 135.6 over BESSEY CREEK

Map

Coordinates:
+27.17426, -80.31332
27°10'27" N, 80°18'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR91 N/S TPK 135.6 over BESSEY CREEK
Structure number:890085
Location:1.3 MI N OF STUART INTRCH
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:27.9 ft. [8.5 m]
Total length:165.0 ft. [50.3 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:90.6 ft. [27.6 m]
Owner:State Toll Authority [31]
Year built:1957
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:46,600 [as of 2017]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:81.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactoryGood4660081.0
December 2015FairSatisfactorySatisfactoryGood3800080.0
December 2013FairSatisfactorySatisfactoryGood3400080.0
December 2011FairSatisfactorySatisfactoryGood3830080.0
December 2009FairSatisfactorySatisfactoryGood3790082.0
December 2007FairSatisfactorySatisfactoryGood4030082.0
December 2005FairSatisfactorySatisfactoryGood3460082.0
January 2004FairSatisfactorySatisfactoryGood3190082.0
January 2002FairSatisfactorySatisfactoryGood2530077.1
January 2000FairSatisfactorySatisfactoryGood1500077.7
January 1998GoodGoodVery GoodGood1500077.5
November 1995GoodGoodVery GoodGood1500081.0
October 1993GoodVery GoodVery GoodGood2216979.9
September 1991GoodGoodGoodGood2216961.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.184177430
Prestressed Concrete Pileeach100405730
Reinforced Concrete Pier Caplinear ft.453452010
Joints
Pourable Jointlinear ft.637634030
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.495489330
Deck
Reinforced Concrete Slabsq. ft.14,94914,20274700