CROSSTOWN SR-618WB over WILLOW AVENUE
Map
Coordinates:
+27.94861, -82.4766727°56'55" N, 82°28'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | CROSSTOWN SR-618WB over WILLOW AVENUE |
Structure number: | 100326 |
Location: | 4MI NORTH OF GANDY BLVD. |
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: | 84.6 ft. [25.8 m] |
Total length: | 170.6 ft. [52.0 m] |
Roadway width between curbs: | 36.4 ft. [11.1 m] |
Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
Vertical clearance below bridge: | 16.7 ft. [5.1 m] |
Skew angle: | 11° |
Owner: | State Toll Authority [31] |
Year built: | 1975 |
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: July 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,250 [as of 2015] |
Truck traffic: | 9% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Inventory rating: | 61.8 tons [56.2 metric tons] |
Sufficiency rating: | 97.1 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
July 2015 | 97.1 | Good | Good | Good | Good | - | 18250 |
July 2013 | 96.1 | Good | Good | Good | Good | - | 18250 |
July 2011 | 96.3 | Good | Good | Good | Good | - | 15250 |
July 2009 | 97.3 | Good | Good | Good | Good | - | 14750 |
August 2007 | 97.6 | Good | Good | Good | Good | - | 8000 |
August 2005 | 97.3 | Good | Good | Good | Good | - | 14750 |
August 2003 | 97.4 | Good | Good | Good | Good | - | 13000 |
April 2001 | 96.4 | Good | Good | Good | Good | - | 13000 |
September 1999 | 94.3 | Good | Good | Good | Good | - | 14000 |
April 1997 | 94.5 | Good | Good | Very Good | Good | - | 16000 |
April 1995 | 90.7 | Good | Good | Good | Good | - | 16000 |
March 1993 | 92.0 | Good | Good | Very Good | Good | - | 12340 |
March 1991 | 92.0 | Good | Good | Very Good | Very Good | - | 12340 |