KY-1281 over YORK BRANCH
Map
Coordinates:
+36.80278, -85.2091736°48'10" N, 85°12'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1281 over YORK BRANCH |
Structure number: | 027B00019N |
Old structure number: | 027*1281*B0019 (from 1992 edition) |
Location: | 1.5MI SE-CUMBERLAND CO.LN |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 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 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span 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: | 80 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 90.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Satisfactory | Good | Good | 80 | 90.4 |
December 2015 | Fair | Satisfactory | Good | Good | 83 | 90.4 |
December 2013 | Fair | Satisfactory | Good | Good | 88 | 90.3 |
December 2011 | Good | Good | Good | Good | 95 | 90.3 |
December 2009 | Good | Good | Good | Good | 94 | 90.3 |
December 2007 | Good | Good | Good | Good | 93 | 90.3 |
December 2005 | Good | Very Good | Very Good | Very Good | 141 | 75.2 |
December 2003 | Good | Very Good | Very Good | Very Good | 49 | 90.5 |
December 2001 | Good | Very Good | Very Good | Very Good | 49 | 90.5 |
December 1999 | Good | Good | Good | Good | 49 | 90.5 |
December 1997 | Good | Very Good | Very Good | Very Good | 49 | 89.5 |
December 1995 | Good | Very Good | Very Good | Very Good | 102 | 73.0 |
December 1993 | Good | Very Good | Very Good | Very Good | 102 | 63.8 |
December 1991 | Good | Very Good | Very Good | Very Good | 102 | 63.8 |
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 Closed Web/Box Girder | linear ft. | 160 | 156 | 4 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 924 | 924 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 767 | 767 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 112 | 103 | 9 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 80 | 80 | 0 | 0 | 0 |