SR589 SB SCP 31.05 over SHADY HILLS RD
Map
Coordinates:
+28.37189, -82.5434628°22'19" N, 82°32'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR589 SB SCP 31.05 over SHADY HILLS RD |
Structure number: | 140085 |
Location: | 2.9 MI N OF SR 52 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 81.4 ft. [24.8 m] |
Total length: | 162.4 ft. [49.5 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: | 17° |
Owner: | State Toll Authority [31] |
Year built: | 1999 |
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: | 2 |
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: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,850 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Very Good | 10850 | 99.0 |
May 2016 | Good | Good | Good | Very Good | 9850 | 99.1 |
May 2014 | Good | Good | Good | Very Good | 8500 | 99.2 |
June 2012 | Good | Good | Good | Very Good | 9100 | 99.2 |
June 2010 | Good | Good | Good | Very Good | 8700 | 99.2 |
June 2008 | Good | Good | Good | Very Good | 9250 | 99.1 |
June 2006 | Good | Very Good | Very Good | Very Good | 7800 | 99.6 |
June 2004 | Good | Very Good | Very Good | Very Good | 5500 | 99.7 |
June 2002 | Good | Excellent | Excellent | Excellent | 20350 | 98.0 |
October 2000 | Good | Excellent | Excellent | Excellent | 20350 | 98.0 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 975 | 973 | 0 | 2 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,838 | 6,827 | 11 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 89 | 89 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 43 | 43 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 88 | 88 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 325 | 302 | 23 | 0 | 0 |