BIG TWIN CREEK RD over BIG TWIN CREEK
Map
Coordinates:
+38.55861, -84.9494438°33'31" N, 84°56'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BIG TWIN CREEK RD over BIG TWIN CREEK |
Structure number: | 094C00015N |
Location: | 3 MI W OF JCT KY 1761 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 77.1 ft. [23.5 m] |
Total length: | 79.1 ft. [24.1 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 15.4 ft. [4.7 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 156 [as of 2006] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 31.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | Fair | Fair | Poor | 156 | 31.5 |
January 2017 | Poor | Fair | Fair | Poor | 156 | 31.5 |
March 2016 | Poor | Fair | Fair | Poor | 156 | 31.5 |
January 2015 | Poor | Fair | Fair | Poor | 156 | 43.7 |
January 2014 | Poor | Fair | Fair | Poor | 156 | 43.7 |
January 2013 | Poor | Satisfactory | Satisfactory | Poor | 156 | 30.5 |
January 2011 | Poor | Satisfactory | Satisfactory | Poor | 156 | 30.5 |
February 2009 | Poor | Satisfactory | Satisfactory | Poor | 156 | 30.5 |
April 2007 | Fair | Satisfactory | Satisfactory | Fair | 156 | 45.8 |
April 2005 | Fair | Satisfactory | Good | Satisfactory | 100 | 59.5 |
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. | 395 | 395 | 0 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 1,219 | 1,159 | 40 | 20 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 89 | 49 | 31 | 9 | 0 |
Masonry Abutment | linear ft. | 39 | 0 | 15 | 24 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 120 | 70 | 0 | 50 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 158 | 14 | 140 | 0 | 4 |
Steel Protective Coating | sq. ft. | 790 | 190 | 600 | 0 | 0 |