GABBARD RD. over COPPER CREEK
Map
Coordinates:
+37.48778, -84.3636137°29'16" N, 84°21'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GABBARD RD. over COPPER CREEK |
Structure number: | 040C00047N |
Location: | .10 M N. ROCKCASTLE LINE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 36.7 ft. [11.2 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 14.8 ft. [4.5 m] |
Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1994 |
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: | 126 [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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 80.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 126 | 80.5 |
November 2015 | Good | Good | Good | Good | 126 | 80.5 |
November 2013 | Good | Good | Good | Good | 126 | 80.2 |
November 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 126 | 80.2 |
November 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 126 | 80.2 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 128 | 80.2 |
November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 84.2 |
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. | 160 | 159 | 1 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 653 | 633 | 20 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 63 | 61 | 2 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 76 | 76 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 400 | 400 | 0 | 0 | 0 |