KY-368 over CEDAR CREEK @TRUESVILLE
Map
Coordinates:
+38.38444, -84.8183338°23'04" N, 84°49'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-368 over CEDAR CREEK @TRUESVILLE |
Structure number: | 094B00015N |
Old structure number: | 094*0368*B0015 (from 1992 edition) |
Location: | .60 MI N.E. OF JCT KY 897 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 99.1 ft. [30.2 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: | 3 |
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: | Better than present minimum criteria [7] |
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: | 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 | Good | Very Good | Good | 235 | 91.3 |
April 2001 | Good | Good | Very Good | Good | 235 | 91.3 |
April 1999 | Good | Good | Very Good | Good | 235 | 91.3 |
April 1997 | Good | Good | Very Good | Good | 179 | 91.3 |
March 1995 | Good | Good | Very Good | Good | 120 | 90.9 |
May 1993 | Good | Good | Very Good | Good | 120 | 90.9 |
March 1991 | Good | Good | Very Good | Good | 120 | 90.9 |
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. | 396 | 368 | 28 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,763 | 2,741 | 22 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,378 | 2,211 | 167 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 2 | 2 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 28 | 21 | 7 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 123 | 113 | 10 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 151 | 0 | 141 | 10 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 50 | 29 | 18 | 3 | 0 |
Joints |
Pourable Joint | linear ft. | 56 | 0 | 16 | 10 | 30 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 198 | 128 | 58 | 12 | 0 |