Share: 
WALLACETOWN RD over WHITE LICK CREEK
Map
Coordinates:
+37.54361, -84.39278
37°32'37" N, 84°23'34" W
+37.54361, -84.39278
37°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 |
© 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/1211189
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211189