KY-607 over CANEY CREEK
Map
Coordinates:
+38.44389, -84.7061138°26'38" N, 84°42'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-607 over CANEY CREEK |
Structure number: | 094B00018N |
Old structure number: | 094*0607*B0018 (from 1992 edition) |
Location: | .75 MI W OF JCT KY 1883 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 104.0 ft. [31.7 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1951 |
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: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 228 [as of 2016] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 65.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Satisfactory | Fair | 228 | 65.4 |
April 2015 | Fair | Fair | Satisfactory | Fair | 171 | 65.5 |
April 2013 | Fair | Fair | Satisfactory | Fair | 171 | 65.5 |
April 2011 | Fair | Fair | Satisfactory | Fair | 192 | 65.5 |
April 2009 | Fair | Fair | Satisfactory | Fair | 200 | 65.5 |
June 2007 | Fair | Fair | Satisfactory | Satisfactory | 194 | 76.5 |
June 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 217 | 77.5 |
May 2003 | Fair | Satisfactory | Very Good | Good | 184 | 77.3 |
April 2001 | Good | Very Good | Very Good | Very Good | 184 | 77.3 |
April 1999 | Good | Good | Very Good | Very Good | 184 | 77.3 |
April 1997 | Good | Very Good | Very Good | Very Good | 175 | 77.3 |
March 1995 | Good | Very Good | Very Good | Very Good | 220 | 75.7 |
June 1993 | Good | Very Good | Very Good | Very Good | 220 | 78.2 |
April 1991 | Good | Very Good | Very Good | Very Good | 220 | 78.2 |
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. | 416 | 396 | 20 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,491 | 2,068 | 423 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,087 | 1,732 | 355 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 3 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 66 | 42 | 24 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 40 | 32 | 8 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 48 | 0 | 0 | 0 | 48 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 208 | 0 | 108 | 100 | 0 |