KY-968 over KOGER CREEK
Map
Coordinates:
+36.66028, -85.0641736°39'37" N, 85°03'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-968 over KOGER CREEK |
Structure number: | 027B00009N |
Old structure number: | 027*0968*B0009 (from 1992 edition) |
Location: | .50 MI SOU. OF JCT KY 415 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 76.1 ft. [23.2 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
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: | 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: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 115 [as of 2015] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 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 desirable criteria [8] |
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: | 80.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 115 | 80.1 |
December 2015 | Fair | Good | Satisfactory | Satisfactory | 169 | 80.0 |
January 2014 | Fair | Good | Good | Satisfactory | 163 | 80.0 |
December 2011 | Fair | Good | Good | Satisfactory | 162 | 80.6 |
December 2009 | Fair | Very Good | Good | Satisfactory | 169 | 80.6 |
December 2007 | Fair | Very Good | Good | Satisfactory | 183 | 80.6 |
December 2005 | Fair | Very Good | Good | Satisfactory | 169 | 80.6 |
December 2003 | Fair | Very Good | Good | Satisfactory | 286 | 78.9 |
December 2001 | Fair | Very Good | Good | Satisfactory | 286 | 78.9 |
December 1999 | Fair | Very Good | Good | Satisfactory | 286 | 78.9 |
December 1997 | Fair | Very Good | Good | Satisfactory | 286 | 77.9 |
December 1995 | Fair | Very Good | Good | Satisfactory | 280 | 77.9 |
December 1993 | Fair | Very Good | Good | Satisfactory | 280 | 74.5 |
December 1991 | Fair | Very Good | Good | Satisfactory | 280 | 74.5 |
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. | 320 | 298 | 10 | 12 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,848 | 1,800 | 48 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 96 | 63 | 33 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 24 | 15 | 9 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 21 | 16 | 5 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 24 | 0 | 0 | 24 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 160 | 0 | 146 | 14 | 0 |