SR91 NB TPK 86.69 over CANAL E-2-E(BOYN BC INT)
Map
Coordinates:
+26.52445, -80.1721526°31'28" N, 80°10'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR91 NB TPK 86.69 over CANAL E-2-E(BOYN BC INT) |
Structure number: | 930429 |
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: | 103.0 ft. [31.4 m] |
Total length: | 234.9 ft. [71.6 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 49° |
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: | 9,350 [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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 75.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Very Good | Good | 9350 | 75.4 |
October 2015 | Good | Good | Very Good | Good | 8600 | 93.3 |
October 2013 | Good | Good | Very Good | Good | 8850 | 93.2 |
October 2011 | Good | Good | Very Good | Good | 1200 | 95.4 |
October 2009 | Good | Good | Very Good | Good | 1200 | 97.7 |
October 2007 | Good | Good | Very Good | Good | 1200 | 97.7 |
October 2005 | Good | Good | Very Good | Good | 1200 | 95.7 |
October 2003 | Good | Good | Very Good | Good | 1200 | 95.7 |
October 2001 | Good | Good | Very Good | Good | 1200 | 95.6 |
November 1999 | Good | Good | Very Good | Good | 1200 | 95.6 |
November 1997 | Good | Good | Good | Very Good | 1200 | 95.4 |
September 1995 | Good | Good | Good | Very Good | 1200 | 95.4 |
October 1993 | Good | Excellent | Good | Excellent | 1200 | 95.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,043 | 1,043 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,003 | 6,976 | 27 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 84 | 83 | 0 | 1 | 0 |
Prestressed Concrete Pile | each | 10 | 0 | 10 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 80 | 80 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 84 | 81 | 3 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 26 | 26 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 470 | 470 | 0 | 0 | 0 |