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