SR91 N/S TPK 51.14 over TAFT ST


+26.02472, -80.21333
26°01'29" N, 80°12'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR91 N/S TPK 51.14 over TAFT ST
Structure number:860404
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:94.2 ft. [28.7 m]
Total length:161.1 ft. [49.1 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:115.2 ft. [35.1 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Toll Authority [31]
Year built:1986
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: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:116,000 [as of 2015]
Truck traffic:8% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:52.8 tons [48.0 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Sufficiency rating:84.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201584.0GoodGoodVery GoodGood-116000
September 201385.0GoodGoodVery GoodGood-108000
September 201185.0GoodGoodVery GoodGood-110600
September 200985.0GoodGoodVery GoodGood-112400
September 200785.0GoodGoodVery GoodGood-116000
September 200585.0GoodGoodVery GoodGood-105200
September 200385.5GoodGoodVery GoodGood-88900
September 200186.8GoodGoodVery GoodGood-79400
September 199989.6GoodGoodVery GoodGood-59500
September 199789.6GoodGoodGoodGood-59500
August 199583.5GoodVery GoodGoodVery Good-59500
September 199385.5GoodVery GoodGoodVery Good-47200
July 199185.5GoodVery GoodGoodVery Good-47200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.2,7402,732620
Reinforced Concrete Decksq. ft.18,52618,526000
Reinforced Concrete Abutmentlinear ft.230230000
Prestressed Concrete Pileeach3434000
Reinforced Concrete Pier Caplinear ft.230230000
Pourable Jointlinear ft.1981593900
Compression Jointlinear ft.2626000
Elastomeric Bearingeach102102000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.482481100