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SR91 N/S TPK 126.5 over PHIPP CANAL

Map

Coordinates:
+27.05894, -80.24108
27°03'32" N, 80°14'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR91 N/S TPK 126.5 over PHIPP CANAL
Structure number:890082
Location:1.0MI NORTH OF SR-708
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Other (Rural) [02]
Tolls:Yes, on toll road [2]
Length of largest span:20.0 ft. [6.1 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:90.9 ft. [27.7 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 / HS 20 [5]
Number of main spans:4
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:44,400 [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 minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:83.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactoryGood4440083.2
December 2015FairSatisfactorySatisfactoryGood3600083.2
December 2013FairSatisfactorySatisfactoryGood3200084.2
December 2011FairFairFairGood3600069.6
December 2009FairFairFairGood3600064.6
December 2007FairFairFairGood3650065.6
December 2005FairFairFairGood3050065.6
December 2003FairFairFairGood2480065.6
December 2001FairFairFairGood2060064.1
January 2000FairFairFairGood1070064.1
January 1998FairSatisfactorySatisfactoryGood1070077.2
October 1995FairSatisfactorySatisfactoryGood1070078.4
October 1993FairSatisfactorySatisfactoryGood1585281.9
November 1991GoodGoodGoodGood1585263.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.184183010
Prestressed Concrete Pileeach42281040
Reinforced Concrete Pier Caplinear ft.272266060
Joints
Pourable Jointlinear ft.453231203136
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240239100
Deck
Reinforced Concrete Slabsq. ft.7,2406,83040640