Share: 
WHITE LICK RD over WHITE LICK CREEK
Map
Coordinates:
+37.60278, -84.40972
37°36'10" N, 84°24'35" W
+37.60278, -84.40972
37°36'10" N, 84°24'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WHITE LICK RD over WHITE LICK CREEK |
| Structure number: | 040C00059N |
| Location: | .5 MI S. OF JCT KY 52 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 103.7 ft. [31.6 m] |
| Total length: | 107.9 ft. [32.9 m] |
| Roadway width between curbs: | 26.9 ft. [8.2 m] |
| Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
| Skew angle: | 20° |
| Owner: | County Highway Agency [02] |
| Year built: | 2005 |
| 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 Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 181 [as of 2006] |
| Deck condition: | Satisfactory [6 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: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 99.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Fair | Satisfactory | Good | Satisfactory | 181 | 99.0 |
| November 2015 | Fair | Good | Very Good | Satisfactory | 181 | 99.0 |
| November 2013 | Fair | Good | Very Good | Satisfactory | 181 | 94.0 |
| November 2011 | Fair | Good | Very Good | Satisfactory | 181 | 94.0 |
| November 2009 | Good | Very Good | Very Good | Very Good | 181 | 94.0 |
| October 2007 | Good | Very Good | Very Good | Very Good | 187 | 93.9 |
| November 2005 | Good | Very Good | Very Good | Very Good | 175 | 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. | 756 | 742 | 14 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 3,051 | 2,621 | 430 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 158 | 117 | 34 | 7 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 216 | 216 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 1,080 | 1,080 | 0 | 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/1211204
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211204