WALLACETOWN RD over WHITE LICK CREEK
Map
Coordinates:
+37.54361, -84.3927837°32'37" N, 84°23'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WALLACETOWN RD over WHITE LICK CREEK |
Structure number: | 040C00044N |
Location: | 1 MI N - KY 954 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 14.8 ft. [4.5 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1992 |
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: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 95 [as of 2006] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 83.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 95 | 83.5 |
November 2015 | Good | Good | Good | Good | 95 | 83.5 |
November 2013 | Good | Good | Good | Good | 95 | 82.5 |
November 2011 | Fair | Satisfactory | Good | Satisfactory | 95 | 82.5 |
November 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 95 | 82.5 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 97 | 82.5 |
November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 65 | 82.5 |
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. | 168 | 165 | 3 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 679 | 659 | 20 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 56 | 50 | 6 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 47 | 47 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 80 | 80 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 420 | 420 | 0 | 0 | 0 |