KY-790 over SINKING CREEK
Map
Coordinates:
+36.81444, -84.7066736°48'52" N, 84°42'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-790 over SINKING CREEK |
Structure number: | 116B00020N |
Old structure number: | 116*0790*B0020 (from 1992 edition) |
Location: | 1.16 MI S OF JCT KY 776 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 99.1 ft. [30.2 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 108 [as of 2016] |
Truck traffic: | 7% 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: | 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: | 75.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 108 | 75.5 |
May 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 102 | 75.6 |
May 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 102 | 75.6 |
May 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 134 | 75.3 |
May 2009 | Fair | Good | Satisfactory | Good | 112 | 75.5 |
May 2007 | Fair | Good | Satisfactory | Good | 137 | 77.3 |
May 2005 | Fair | Good | Satisfactory | Good | 140 | 75.2 |
May 2003 | Fair | Good | Satisfactory | Good | 157 | 74.7 |
May 2001 | Good | Good | Good | Good | 157 | 74.7 |
May 1999 | Fair | Good | Satisfactory | Good | 157 | 74.7 |
May 1997 | Good | Good | Good | Good | 157 | 73.7 |
May 1995 | Good | Good | Good | Good | 150 | 72.6 |
May 1993 | Good | Good | Good | Good | 150 | 72.6 |
May 1991 | Good | Good | Good | Good | 150 | 72.6 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 396 | 381 | 12 | 3 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 2,178 | 2,178 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,988 | 1,988 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 0 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 56 | 46 | 10 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 28 | 7 | 18 | 3 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 198 | 0 | 195 | 3 | 0 |