KY-368 over MORGADORE BRANCH
Map
Coordinates:
+38.38417, -84.8411138°23'03" N, 84°50'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-368 over MORGADORE BRANCH |
Structure number: | 094B00013N |
Old structure number: | 094*0368*B0013 (from 1992 edition) |
Location: | .40 MI EAST OF JCT US 127 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 78.1 ft. [23.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1940 |
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: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 295 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 75.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Fair | 295 | 75.7 |
April 2015 | Fair | Satisfactory | Satisfactory | Fair | 295 | 75.7 |
April 2013 | Fair | Satisfactory | Satisfactory | Fair | 356 | 75.6 |
April 2011 | Fair | Satisfactory | Satisfactory | Fair | 336 | 75.6 |
April 2009 | Fair | Satisfactory | Satisfactory | Fair | 334 | 75.6 |
June 2007 | Fair | Good | Satisfactory | Good | 383 | 86.6 |
June 2005 | Fair | Good | Satisfactory | Good | 383 | 86.6 |
April 2003 | Good | Very Good | Very Good | Good | 343 | 86.7 |
April 2001 | Good | Very Good | Very Good | Good | 343 | 86.7 |
March 1999 | Good | Very Good | Very Good | Good | 343 | 86.7 |
April 1997 | Good | Very Good | Very Good | Good | 283 | 86.7 |
March 1995 | Good | Very Good | Very Good | Good | 209 | 90.8 |
May 1993 | Good | Very Good | Very Good | Good | 209 | 90.8 |
March 1991 | Good | Very Good | Very Good | Good | 209 | 90.8 |
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. | 390 | 382 | 8 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,152 | 2,118 | 34 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,876 | 1,754 | 122 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 1 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 142 | 131 | 11 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 28 | 0 | 28 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 28 | 4 | 22 | 2 | 0 |
Joints |
Pourable Joint | linear ft. | 34 | 0 | 7 | 0 | 27 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 156 | 146 | 6 | 4 | 0 |