KY-607 over EAGLE CREEK @NATLEE
Map
Coordinates:
+38.44639, -84.6633338°26'47" N, 84°39'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-607 over EAGLE CREEK @NATLEE |
Structure number: | 094B00019N |
Old structure number: | 094*0607*B0019 (from 1992 edition) |
Location: | .05 MI E OF JCT KY 2018 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 265.1 ft. [80.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
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: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 569 [as of 2016] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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 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: | 74.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Good | Fair | Satisfactory | 569 | 74.5 |
April 2015 | Fair | Good | Fair | Satisfactory | 479 | 74.6 |
April 2013 | Fair | Good | Fair | Satisfactory | 479 | 74.6 |
April 2011 | Poor | Poor | Fair | Satisfactory | 475 | 71.6 |
April 2009 | Poor | Poor | Fair | Satisfactory | 663 | 71.4 |
June 2007 | Fair | Satisfactory | Satisfactory | Good | 613 | 85.6 |
June 2005 | Fair | Satisfactory | Satisfactory | Good | 692 | 85.5 |
May 2003 | Fair | Good | Satisfactory | Very Good | 590 | 85.6 |
April 2001 | Good | Good | Very Good | Very Good | 590 | 85.6 |
April 1999 | Fair | Good | Satisfactory | Very Good | 590 | 85.6 |
April 1997 | Good | Good | Very Good | Very Good | 337 | 86.8 |
March 1995 | Good | Good | Very Good | Very Good | 289 | 85.8 |
June 1993 | Good | Good | Very Good | Very Good | 289 | 85.8 |
April 1991 | Good | Very Good | Very Good | Very Good | 289 | 85.8 |
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. | 1,060 | 988 | 30 | 42 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 7,393 | 7,159 | 234 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 3 | 5 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 40 | 38 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 68 | 38 | 30 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 104 | 67 | 32 | 5 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 530 | 448 | 74 | 8 | 0 |