KY-3215 over BIG TWIN CREEK
Map
Coordinates:
+38.57167, -84.9086138°34'18" N, 84°54'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-3215 over BIG TWIN CREEK |
Structure number: | 094B00037N |
Old structure number: | 094*3215*B0037 (from 1992 edition) |
Location: | 200 FT SW OF JCT KY 1761 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 113.9 ft. [34.7 m] |
Roadway width between curbs: | 22.3 ft. [6.8 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
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: | 3 |
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: | Posted for load [P] |
Average daily traffic: | 48 [as of 2016] |
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: | 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 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 88.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 48 | 88.9 |
December 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 69 | 88.8 |
April 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 69 | 67.4 |
April 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 69 | 67.4 |
April 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 67.4 |
April 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 81 | 67.4 |
June 2007 | Fair | Good | Satisfactory | Good | 57 | 67.4 |
June 2005 | Fair | Good | Satisfactory | Good | 190 | 57.1 |
April 2003 | Good | Good | Good | Good | 9 | 75.1 |
May 2001 | Good | Good | Very Good | Good | 9 | 75.1 |
April 1999 | Good | Good | Very Good | Good | 9 | 75.1 |
April 1997 | Good | Good | Very Good | Good | 9 | 75.1 |
January 1995 | Good | Very Good | Very Good | Good | 175 | 71.8 |
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. | 456 | 442 | 14 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,988 | 2,809 | 179 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 24 | 24 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 62 | 55 | 7 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 8 | 0 | 8 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 50 | 44 | 6 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 52 | 0 | 26 | 0 | 26 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 228 | 0 | 228 | 0 | 0 |