SR 589 VET SB 11.6 over RAWLS RD.
Map
Coordinates:
+28.09220, -82.5452628°05'32" N, 82°32'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 589 VET SB 11.6 over RAWLS RD. |
Structure number: | 100556 |
Location: | 1.5 MI N OF EHRLICH ROAD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 67.9 ft. [20.7 m] |
Total length: | 149.9 ft. [45.7 m] |
Roadway width between curbs: | 68.9 ft. [21.0 m] |
Deck width edge-to-edge: | 71.5 ft. [21.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 21° |
Owner: | State Toll Authority [31] |
Year built: | 1994 |
Year reconstructed: | 2018 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 26,850 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Very Good | Very Good | Good | 26850 | 97.5 |
March 2016 | Good | Very Good | Very Good | Good | 23150 | 94.3 |
March 2014 | Good | Very Good | Very Good | Good | 22000 | 94.4 |
March 2012 | Good | Very Good | Very Good | Good | 22850 | 94.3 |
March 2010 | Good | Very Good | Very Good | Good | 22450 | 96.9 |
March 2008 | Good | Very Good | Very Good | Good | 23850 | 96.8 |
March 2006 | Good | Very Good | Good | Very Good | 20500 | 98.0 |
April 2004 | Good | Very Good | Good | Very Good | 16300 | 98.2 |
April 2002 | Good | Very Good | Good | Very Good | 10150 | 98.5 |
April 2000 | Good | Very Good | Good | Very Good | 17000 | 99.2 |
April 1998 | Good | Very Good | Very Good | Very Good | 17000 | 97.2 |
August 1996 | Good | Very Good | Very Good | Very Good | 17000 | 96.4 |
August 1994 | Good | Excellent | Excellent | Excellent | 17000 | 96.7 |
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. | 1,201 | 1,201 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,743 | 10,743 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 10 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 154 | 149 | 5 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 149 | 149 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 143 | 117 | 26 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 48 | 48 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 300 | 280 | 20 | 0 | 0 |