KY-1351 over ILL WILL CREEK
Map
Coordinates:
+36.73278, -85.2272236°43'58" N, 85°13'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1351 over ILL WILL CREEK |
Structure number: | 027B00014N |
Old structure number: | 027*1351*B0014 (from 1992 edition) |
Location: | 2.24 MI SW OF JCT KY 1590 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 113.9 ft. [34.7 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1952 |
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: | Latex Concrete or similar additive [3] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 421 [as of 2012] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 74.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Fair | Satisfactory | Satisfactory | 421 | 74.9 |
December 2015 | Fair | Fair | Satisfactory | Satisfactory | 421 | 74.9 |
December 2013 | Fair | Fair | Satisfactory | Satisfactory | 451 | 74.9 |
December 2011 | Fair | Satisfactory | Good | Satisfactory | 470 | 75.9 |
December 2009 | Fair | Satisfactory | Good | Satisfactory | 478 | 75.9 |
December 2007 | Fair | Satisfactory | Good | Satisfactory | 528 | 75.8 |
December 2005 | Good | Good | Good | Good | 414 | 75.9 |
December 2003 | Good | Good | Good | Good | 367 | 77.7 |
December 2001 | Good | Good | Good | Good | 367 | 77.7 |
December 1999 | Good | Good | Good | Good | 367 | 77.7 |
December 1997 | Good | Good | Good | Good | 367 | 73.7 |
December 1995 | Good | Good | Good | Good | 327 | 70.7 |
December 1993 | Good | Good | Good | Good | 327 | 66.7 |
December 1991 | Good | Good | Good | Good | 327 | 66.7 |
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 Closed Web/Box Girder | linear ft. | 420 | 387 | 21 | 12 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,727 | 2,119 | 600 | 8 | 0 |
Wearing Surfaces | sq. ft. | 2,284 | 1,982 | 302 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 0 | 6 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 54 | 42 | 12 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 27 | 27 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 54 | 0 | 33 | 21 | 0 |
Joints |
Pourable Joint | linear ft. | 54 | 0 | 27 | 27 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 210 | 0 | 197 | 13 | 0 |