KY 157 over LITTLE KENTUCKY RIVER
Map
Coordinates:
+38.49500, -85.2750038°29'42" N, 85°16'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY 157 over LITTLE KENTUCKY RIVER |
Structure number: | 052B00037N |
Old structure number: | 052*0157*B0037 (from 1992 edition) |
Location: | .08 MI W OF JCT KY 1606 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 139.1 ft. [42.4 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,203 [as of 2015] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 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] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 64.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Fair | Fair | 1203 | 64.9 |
July 2015 | Fair | Satisfactory | Fair | Fair | 1157 | 65.0 |
July 2013 | Fair | Satisfactory | Fair | Fair | 1293 | 64.8 |
July 2011 | Fair | Satisfactory | Fair | Satisfactory | 1340 | 64.8 |
November 2009 | Fair | Fair | Fair | Satisfactory | 1320 | 63.8 |
January 2008 | Fair | Satisfactory | Satisfactory | Good | 1420 | 77.0 |
September 2005 | Fair | Satisfactory | Satisfactory | Good | 1377 | 77.0 |
August 2003 | Fair | Satisfactory | Satisfactory | Good | 861 | 79.4 |
February 2002 | Fair | Satisfactory | Satisfactory | Good | 861 | 79.4 |
July 1999 | Fair | Satisfactory | Satisfactory | Good | 861 | 78.4 |
July 1997 | Fair | Satisfactory | Satisfactory | Good | 861 | 78.4 |
July 1995 | Fair | Satisfactory | Satisfactory | Good | 573 | 80.7 |
July 1993 | Fair | Satisfactory | Satisfactory | Good | 573 | 81.5 |
July 1991 | Fair | Satisfactory | Satisfactory | Good | 573 | 81.5 |
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. | 1,113 | 976 | 112 | 25 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 3,340 | 2,772 | 568 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,137 | 2,985 | 62 | 90 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 3 | 0 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 52 | 51 | 1 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 52 | 37 | 0 | 15 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 278 | 198 | 80 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,390 | 990 | 400 | 0 | 0 |