Share: 
OAK HILL ROAD over ALEXANDER CREEK
Map
Coordinates:
+37.14222, -86.28278
37°08'32" N, 86°16'58" W
+37.14222, -86.28278
37°08'32" N, 86°16'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | OAK HILL ROAD over ALEXANDER CREEK |
| Structure number: | 031C00006N |
| Location: | 3.9 MI S JCT KY 259 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 53.2 ft. [16.2 m] |
| Total length: | 56.1 ft. [17.1 m] |
| Roadway width between curbs: | 22.6 ft. [6.9 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1990 |
| 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: | Bituminous [6] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 174 [as of 2012] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 87.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Fair | Satisfactory | Satisfactory | Good | 174 | 87.4 |
| December 2015 | Fair | Satisfactory | Satisfactory | Good | 174 | 87.4 |
| December 2013 | Good | Good | Good | Good | 174 | 87.4 |
| December 2011 | Good | Good | Good | Good | 120 | 87.5 |
| December 2009 | Good | Very Good | Very Good | Very Good | 120 | 87.5 |
| January 2008 | Good | Very Good | Very Good | Very Good | 121 | 87.5 |
| November 2005 | Good | Very Good | Very Good | Very Good | 100 | 96.0 |
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. | 336 | 333 | 3 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 1,344 | 1,344 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,273 | 1,273 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 62 | 59 | 3 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 31 | 31 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 112 | 110 | 0 | 2 | 0 |
| Steel Protective Coating | sq. ft. | 560 | 0 | 560 | 0 | 0 |
© Copyright 2012-20, 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/1210293
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1210293