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WARDS BRANCH ROAD over WARDS BRANCH
Map
Coordinates:
+37.56306, -85.03139
37°33'47" N, 85°01'53" W
+37.56306, -85.03139
37°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 2016
| 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 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, 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. | 228 | 228 | 0 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 918 | 898 | 20 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 116 | 109 | 7 | 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 |
© 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/1207868
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1207868