KY-607 over CEDAR CREEK
Map
Coordinates:
+38.39722, -84.8466738°23'50" N, 84°50'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-607 over CEDAR CREEK |
Structure number: | 094B00030N |
Old structure number: | 094*0607*B0030 (from 1992 edition) |
Location: | .18 MI. E.-JCT US 127 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 79.1 ft. [24.1 m] |
Total length: | 206.0 ft. [62.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 344 [as of 2014] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 344 | 99.7 |
April 2015 | Good | Good | Good | Good | 344 | 99.7 |
April 2013 | Good | Good | Good | Good | 465 | 98.6 |
April 2011 | Good | Good | Good | Good | 441 | 98.6 |
April 2009 | Good | Good | Good | Good | 461 | 98.6 |
June 2007 | Good | Good | Good | Good | 437 | 98.6 |
June 2005 | Good | Good | Good | Good | 400 | 99.6 |
April 2003 | Good | Very Good | Very Good | Very Good | 318 | 99.7 |
May 2001 | Good | Very Good | Very Good | Very Good | 318 | 99.7 |
March 1999 | Good | Very Good | Very Good | Very Good | 318 | 99.7 |
April 1997 | Good | Very Good | Very Good | Very Good | 170 | 99.8 |
March 1995 | Good | Very Good | Very Good | Very Good | 177 | 99.8 |
May 1993 | Good | Very Good | Very Good | Very Good | 177 | 99.8 |
March 1991 | Good | Very Good | Very Good | Very Good | 177 | 99.8 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,030 | 1,028 | 2 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,422 | 6,422 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 1 | 5 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 138 | 126 | 12 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 64 | 64 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 70 | 0 | 35 | 0 | 35 |
Bearings |
Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 412 | 412 | 0 | 0 | 0 |