KY-3102 over BRUSH CREEK
Map
Coordinates:
+38.64028, -84.8027838°38'25" N, 84°48'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-3102 over BRUSH CREEK |
Structure number: | 094B00034N |
Old structure number: | 094*3102*B0034 (from 1992 edition) |
Location: | 1.5 MI W OF JCT KY 36 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 57.1 ft. [17.4 m] |
Total length: | 59.1 ft. [18.0 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1977 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 231 [as of 2015] |
Truck traffic: | 11% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 33.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Poor | Poor | Fair | 231 | 33.0 |
May 2017 | Poor | Poor | Poor | Fair | 231 | 33.0 |
April 2015 | Poor | Good | Serious | Fair | 213 | 39.4 |
April 2013 | Poor | Good | Serious | Fair | 209 | 39.4 |
April 2011 | Poor | Fair | Serious | Fair | 191 | 39.4 |
March 2009 | Poor | Fair | Poor | Fair | 190 | 53.6 |
May 2007 | Fair | Satisfactory | Fair | Satisfactory | 191 | 70.7 |
May 2005 | Fair | Satisfactory | Satisfactory | Good | 236 | 81.5 |
April 2003 | Fair | Good | Satisfactory | Good | 139 | 81.6 |
April 2001 | Good | Good | Good | Very Good | 139 | 81.6 |
March 1999 | Good | Good | Good | Very Good | 139 | 80.6 |
April 1997 | Good | Good | Good | Very Good | 139 | 80.6 |
March 1995 | Good | Very Good | Very Good | Very Good | 100 | 85.4 |
June 1993 | Good | Very Good | Very Good | Very Good | 100 | 85.4 |
April 1991 | Good | Very Good | Very Good | Very Good | 100 | 85.4 |
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. | 295 | 225 | 10 | 30 | 30 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 969 | 969 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 969 | 817 | 0 | 150 | 2 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 115 | 88 | 27 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 45 | 0 | 45 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 118 | 108 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 590 | 530 | 60 | 0 | 0 |