KY-1208 over LEFT FK OF MIDDLE FORK
Map
Coordinates:
+38.02528, -83.0991738°01'31" N, 83°05'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1208 over LEFT FK OF MIDDLE FORK |
Structure number: | 032B00026N |
Old structure number: | 032*1208*B0026 (from 1992 edition) |
Location: | 2.3 MI S OF JCT KY 719 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 14.8 ft. [4.5 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1982 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 165 [as of 2016] |
Truck traffic: | 7% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 61.1 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $46,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Poor | Poor | Fair | Fair | 165 | 61.1 |
August 2015 | Fair | Fair | Fair | Satisfactory | 240 | 62.4 |
August 2013 | Fair | Satisfactory | Fair | Satisfactory | 240 | 63.4 |
August 2011 | Fair | Satisfactory | Fair | Satisfactory | 142 | 64.5 |
August 2009 | Fair | Satisfactory | Fair | Satisfactory | 202 | 64.8 |
August 2007 | Fair | Satisfactory | Fair | Satisfactory | 194 | 64.9 |
August 2005 | Fair | Satisfactory | Fair | Satisfactory | 267 | 63.9 |
July 2003 | Fair | Satisfactory | Fair | Satisfactory | 195 | 64.1 |
October 1999 | Fair | Good | Satisfactory | Very Good | 195 | 75.5 |
October 1997 | Good | Good | Good | Good | 195 | 75.5 |
September 1996 | Good | Good | Good | Good | 195 | 74.5 |
August 1995 | Good | Good | Good | Good | 192 | 76.0 |
August 1994 | Good | Good | Good | Good | 192 | 75.0 |
August 1993 | Good | Very Good | Good | Very Good | 192 | 75.0 |
September 1992 | Good | Very Good | Good | Very Good | 192 | 75.0 |
August 1991 | Good | Very Good | Good | Very Good | 192 | 75.0 |
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 |
Steel Girder/Beam | linear ft. | 161 | 15 | 40 | 106 | 0 |
Steel Protective Coating | sq. ft. | 906 | 527 | 200 | 140 | 39 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 64 | 28 | 20 | 16 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 32 | 0 | 16 | 16 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 368 | 145 | 165 | 50 | 8 |
Wearing Surfaces | sq. ft. | 352 | 0 | 352 | 0 | 0 |
Steel Protective Coating | sq. ft. | 368 | 145 | 165 | 50 | 8 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 46 | 46 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 230 | 0 | 230 | 0 | 0 |