KY-11 over SEXTON CREEK
Map
Coordinates:
+37.35917, -83.6827837°21'33" N, 83°40'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-11 over SEXTON CREEK |
Structure number: | 095B00006N |
Old structure number: | 095*0011*B0006 (from 1992 edition) |
Location: | .15 MI SOU. OF JCT KY 577 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 159.1 ft. [48.5 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1948 |
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: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 341 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 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: | 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: | 72.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Good | Satisfactory | Satisfactory | 341 | 72.0 |
March 2016 | Fair | Good | Satisfactory | Satisfactory | 344 | 71.9 |
March 2014 | Fair | Good | Satisfactory | Satisfactory | 344 | 71.9 |
March 2012 | Fair | Good | Satisfactory | Satisfactory | 400 | 67.7 |
March 2010 | Fair | Good | Satisfactory | Good | 419 | 67.5 |
March 2008 | Fair | Good | Satisfactory | Good | 385 | 67.8 |
March 2006 | Fair | Good | Satisfactory | Good | 473 | 67.0 |
May 2004 | Good | Good | Good | Good | 377 | 66.7 |
March 2000 | Good | Good | Good | Good | 377 | 66.7 |
April 1998 | Fair | Good | Good | Satisfactory | 377 | 66.7 |
April 1996 | Fair | Good | Good | Satisfactory | 377 | 66.7 |
April 1994 | Good | Good | Good | Good | 368 | 71.6 |
March 1992 | Good | Good | Good | Good | 368 | 72.6 |
March 1990 | Good | Good | Good | Good | 368 | 71.6 |
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. | 640 | 635 | 5 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,811 | 0 | 3,811 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 3 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 75 | 64 | 11 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 44 | 27 | 17 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 48 | 28 | 0 | 0 | 20 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 320 | 320 | 0 | 0 | 0 |