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SR91 SB TPK 86.85 over CANAL E-2-W(BOYN BC INT)

Map

Coordinates:
+26.52652, -80.17297
26°31'35" N, 80°10'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR91 SB TPK 86.85 over CANAL E-2-W(BOYN BC INT)
Structure number:930431
Location:6.2 MILES SOUTH OF SR-802
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:69.9 ft. [21.3 m]
Total length:148.0 ft. [45.1 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:45°
Owner:State Toll Authority [31]
Year built:1992
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:96.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodVery GoodGood300096.5
October 2015GoodGoodVery GoodGood280096.5
October 2013GoodGoodVery GoodGood260096.6
October 2011GoodGoodVery GoodGood123597.0
October 2009GoodGoodVery GoodGood123597.7
October 2007GoodGoodVery GoodGood123599.7
October 2005GoodGoodVery GoodGood123597.7
October 2003GoodGoodVery GoodGood123597.7
October 2001GoodGoodVery GoodGood123597.7
November 1999GoodGoodVery GoodGood123597.7
November 1997GoodVery GoodVery GoodVery Good123597.7
September 1995GoodVery GoodVery GoodVery Good123597.6
October 1993GoodExcellentExcellentExcellent123597.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.591591000
Deck
Reinforced Concrete Decksq. ft.4,4404,4271210
Substructure
Reinforced Concrete Abutmentlinear ft.5959000
Prestressed Concrete Pileeach1001000
Reinforced Concrete Pier Caplinear ft.6262000
Joints
Pourable Jointlinear ft.8888000
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.295295000