KY-54 over SHORT CREEK
Map
Coordinates:
+37.52444, -86.5244437°31'28" N, 86°31'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-54 over SHORT CREEK |
Structure number: | 043B00044N |
Old structure number: | 043*0054*B0044 (from 1992 edition) |
Location: | 3 MI W OF JCT KY 79 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 131.9 ft. [40.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1947 |
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: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 590 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 84.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Satisfactory | Satisfactory | 590 | 84.8 |
September 2016 | Fair | Fair | Satisfactory | Satisfactory | 590 | 84.8 |
September 2014 | Fair | Fair | Satisfactory | Satisfactory | 750 | 84.8 |
September 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 627 | 85.8 |
September 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 909 | 79.7 |
October 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 891 | 79.7 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 822 | 79.8 |
October 2005 | Good | Good | Good | Good | 888 | 79.7 |
October 2003 | Good | Good | Good | Good | 770 | 79.8 |
September 2001 | Good | Good | Very Good | Good | 770 | 79.8 |
October 1999 | Good | Good | Good | Good | 770 | 79.8 |
October 1997 | Good | Good | Very Good | Good | 770 | 79.8 |
October 1995 | Good | Good | Very Good | Good | 600 | 84.8 |
October 1993 | Good | Good | Very Good | Good | 600 | 84.8 |
September 1991 | Good | Good | Very Good | Good | 600 | 84.8 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 528 | 0 | 528 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,564 | 0 | 3,564 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,168 | 0 | 0 | 3,168 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 2 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 64 | 60 | 4 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 75 | 55 | 12 | 8 | 0 |
Joints |
Pourable Joint | linear ft. | 78 | 0 | 0 | 0 | 78 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 164 | 0 | 164 | 0 | 0 |