Woolbright Road WB over QUAIL COVEY ROAD
Map
Coordinates:
+26.51340, -80.1023326°30'48" N, 80°06'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Woolbright Road WB over QUAIL COVEY ROAD |
Structure number: | 934469 |
Location: | 0.7MI W OF CONGRESS AVE |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 58.1 ft. [17.7 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 25,000 [as of 2018] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Very Good | Very Good | Very Good | 25000 | 93.8 |
July 2016 | Good | Very Good | Very Good | Very Good | 25000 | 94.8 |
July 2014 | Good | Very Good | Very Good | Very Good | 10000 | 95.5 |
July 2012 | Good | Very Good | Very Good | Very Good | 10000 | 95.5 |
July 2010 | Good | Very Good | Very Good | Very Good | 10000 | 95.5 |
July 2008 | Good | Very Good | Very Good | Very Good | 10000 | 95.5 |
July 2006 | Good | Very Good | Very Good | Very Good | 10000 | 95.5 |
September 2004 | Good | Very Good | Very Good | Very Good | 10000 | 94.5 |
September 2002 | Good | Very Good | Very Good | Very Good | 10000 | 94.5 |
September 2000 | Good | Very Good | Very Good | Very Good | 10000 | 96.5 |
September 1998 | Good | Very Good | Very Good | Very Good | 10000 | 96.5 |
September 1996 | Good | Very Good | Very Good | Very Good | 10000 | 94.0 |
July 1994 | Good | Very Good | Very Good | Very Good | 5025 | 93.8 |
July 1992 | Good | Excellent | Excellent | Excellent | - | 92.0 |