SR 91 TPK SB 245.6 over BASS SLOUGH
Map
Coordinates:
+28.30122, -81.3594428°18'04" N, 81°21'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 91 TPK SB 245.6 over BASS SLOUGH |
Structure number: | 920077 |
Location: | 1.1MI N OF KISS. INTERCH |
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: | 30.8 ft. [9.4 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Owner: | State Toll Authority [31] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 30,200 [as of 2016] |
Truck traffic: | 15% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 30200 | 98.6 |
September 2015 | Good | Good | Good | Good | 24500 | 98.9 |
September 2013 | Good | Good | Good | Good | 23000 | 98.9 |
September 2011 | Good | Good | Good | Good | 23350 | 98.9 |
September 2009 | Fair | Good | Good | Satisfactory | 23950 | 98.9 |
September 2007 | Good | Good | Good | Good | 22200 | 97.0 |
October 2005 | Good | Good | Good | Good | 19300 | 97.1 |
October 2003 | Good | Good | Good | Good | 16400 | 97.2 |
October 2001 | Good | Good | Good | Good | 13650 | 97.4 |
October 1999 | Good | Good | Good | Good | 8750 | 95.6 |
October 1997 | Good | Good | Good | Good | 8750 | 95.2 |
November 1995 | Good | Good | Good | Good | 8750 | 95.3 |
November 1993 | Good | Good | Good | Good | 8081 | 90.3 |
December 1991 | Good | - | Good | Good | 8081 | 91.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 89 | 89 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 7 | 7 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 40 | 40 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 133 | 133 | 0 | 0 | 0 |
Bearings |
Other Bearing | each | 3 | 3 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 125 | 75 | 50 | 0 | 0 |
Steel Protective Coating | sq. ft. | 372 | 372 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 125 | 123 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 236 | 236 | 0 | 0 | 0 |