WARDS BRANCH ROAD over WARDS BRANCH
Map
Coordinates:
+37.56306, -85.0313937°33'47" N, 85°01'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WARDS BRANCH ROAD over WARDS BRANCH |
Structure number: | 011C00051N |
Location: | .4 MI N. JCT KY 243 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 33.5 ft. [10.2 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Skew angle: | 45° |
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 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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 67 [as of 2006] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Good | Satisfactory | 67 | 94.0 |
September 2016 | Fair | Good | Good | Satisfactory | 67 | 94.0 |
September 2014 | Fair | Good | Good | Satisfactory | 67 | 94.0 |
October 2012 | Fair | Good | Good | Satisfactory | 67 | 94.0 |
October 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 67 | 94.0 |
October 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 67 | 94.0 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 68 | 94.0 |
October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 94.0 |
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. | 228 | 228 | 0 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 918 | 904 | 14 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 116 | 110 | 6 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 71 | 71 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 355 | 355 | 0 | 0 | 0 |