Share: 
WHITE LICK RD over FROG BRANCH
Map
Coordinates:
+37.59472, -84.40806
37°35'41" N, 84°24'29" W
+37.59472, -84.40806
37°35'41" N, 84°24'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WHITE LICK RD over FROG BRANCH |
| Structure number: | 040C00051N |
| Location: | 1.1 MI-S JCT KY 52 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 26.9 ft. [8.2 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 23.0 ft. [7.0 m] |
| Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 1996 |
| 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: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 247 [as of 2006] |
| Deck condition: | Good [7 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: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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: | 78.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Fair | Good | Satisfactory | Good | 247 | 78.0 |
| November 2015 | Good | Good | Good | Good | 247 | 80.1 |
| November 2013 | Good | Good | Good | Good | 247 | 80.1 |
| November 2011 | Good | Good | Good | Good | 247 | 88.4 |
| November 2009 | Good | Good | Good | Good | 247 | 88.4 |
| October 2007 | Good | Good | Good | Good | 254 | 83.9 |
| November 2005 | Good | Good | Good | Good | 186 | 88.4 |
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. | 180 | 93 | 87 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 730 | 730 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 660 | 600 | 60 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 75 | 74 | 1 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 72 | 40 | 32 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 56 | 56 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 280 | 280 | 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/1211196
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211196