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WARD AVE over CSX RAILROAD
Map
Coordinates:
+39.10500, -84.47806
39°06'18" N, 84°28'41" W
+39.10500, -84.47806
39°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 2016
| 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: | Very Good [8 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 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, 2018 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 | 400 | 0 | 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 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1208758
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1208758