WARD AVE over CSX RAILROAD
Map
Coordinates:
+39.10500, -84.4780639°06'18" N, 84°28'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WARD AVE over CSX RAILROAD |
Structure number: | 019C00058N |
Location: | 100' NORTH JCT CENTER ST |
Purpose: | Carries highway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 46.9 ft. [14.3 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 45° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 418 [as of 2006] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 70.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Good | Good | Fair | 418 | 70.9 |
January 2016 | Fair | Good | Very Good | Fair | 418 | 70.9 |
January 2014 | Fair | Good | Very Good | Fair | 418 | 70.9 |
January 2012 | Fair | Very Good | Very Good | Fair | 418 | 75.0 |
March 2010 | Fair | Very Good | Very Good | Fair | 418 | 75.0 |
March 2008 | Fair | Very Good | Very Good | Fair | 418 | 75.0 |
April 2006 | Good | Very Good | Very Good | Good | 250 | 87.5 |
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 Closed Web/Box Girder | linear ft. | 400 | 398 | 2 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,708 | 1,538 | 170 | 0 | 0 |
Substructure |
Masonry Abutment | linear ft. | 234 | 84 | 125 | 25 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 100 | 100 | 0 | 0 | 0 |