KY-72 over CLOVER FK CUMBERLAND RVR
Map
Coordinates:
+36.85833, -83.3230636°51'30" N, 83°19'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-72 over CLOVER FK CUMBERLAND RVR |
Structure number: | 048B00051N |
Old structure number: | 048*0840*B0051 (from 1992 edition) |
Location: | .10 MI S.W. OF JCT KY 421 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 149.9 ft. [45.7 m] |
Total length: | 306.1 ft. [93.3 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1925 |
Year reconstructed: | 1954 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 1,130 [as of 2012] |
Deck condition: | Serious [3 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | Scour calculation/evaluation has not been made. [6] |
Sufficiency rating: | 2.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,075,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Poor | Serious | - | Fair | 1130 | 2.0 |
August 2016 | Poor | Serious | - | Fair | 1130 | 2.0 |
August 2015 | Poor | Serious | - | Fair | 1130 | 2.0 |
August 2014 | Poor | Serious | - | Fair | 1130 | 2.0 |
August 2013 | Poor | Serious | - | Fair | 1130 | 2.0 |
August 2012 | Poor | Serious | - | Fair | 1130 | 2.0 |
August 2011 | Poor | Serious | - | Fair | 954 | 2.0 |
July 2010 | Poor | Serious | - | Fair | 674 | 14.3 |
August 2009 | Poor | Serious | - | Fair | 979 | 13.1 |
June 2008 | Poor | Serious | - | Satisfactory | 793 | 0.0 |
July 2007 | Poor | Serious | - | Satisfactory | 793 | 13.8 |
August 2005 | Poor | Serious | - | Satisfactory | 1510 | 0.0 |
October 2003 | Poor | Serious | Imminent Failure | Satisfactory | 7475 | 0.0 |
June 2001 | Poor | Serious | Imminent Failure | Satisfactory | 7475 | 0.0 |
August 2000 | Poor | Serious | Critical | Satisfactory | 7475 | 0.0 |
September 1999 | Poor | Serious | Critical | Satisfactory | 7475 | 0.0 |
January 1996 | Poor | Serious | Critical | Satisfactory | 1880 | 0.0 |
September 1994 | Poor | Serious | Critical | Satisfactory | 1880 | 0.0 |
June 1993 | Poor | Serious | Critical | Satisfactory | 1880 | 0.0 |
February 1992 | Poor | Serious | Serious | Fair | 1466 | 0.0 |
September 1990 | Poor | Poor | Poor | Fair | 1466 | 6.7 |