SR 589 NB SCP 28.5 over SR 52
Map
Coordinates:
+28.33077, -82.5521228°19'51" N, 82°33'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 589 NB SCP 28.5 over SR 52 |
Structure number: | 140082 |
Location: | 9.8 MI N SR 54 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 177.2 ft. [54.0 m] |
Total length: | 177.2 ft. [54.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 5° |
Owner: | State Toll Authority [31] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,100 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Very Good | Good | Good | 15100 | 98.6 |
June 2016 | Good | Very Good | Good | Very Good | 12950 | 100.0 |
June 2014 | Good | Very Good | Good | Very Good | 12000 | 99.4 |
June 2012 | Good | Very Good | Good | Very Good | 12500 | 99.4 |
June 2010 | Good | Very Good | Good | Very Good | 11950 | 99.4 |
July 2008 | Good | Very Good | Good | Very Good | 12550 | 99.4 |
July 2006 | Good | Very Good | Good | Very Good | 10450 | 99.5 |
July 2004 | Good | Very Good | Good | Excellent | 7550 | 99.7 |
July 2002 | Good | Excellent | Good | Excellent | 31710 | 100.0 |
October 2000 | Good | Excellent | Good | Excellent | 31710 | 100.0 |
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 |
Steel Girder/Beam | linear ft. | 886 | 886 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 19,233 | 19,233 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,442 | 7,442 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 85 | 85 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 42 | 42 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 42 | 0 | 0 | 42 | 0 |
Bearings |
Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 354 | 322 | 31 | 1 | 0 |