KY-590 over HANGING FORK
Map
Coordinates:
+37.62361, -84.6802837°37'25" N, 84°40'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-590 over HANGING FORK |
Structure number: | 011B00008N |
Old structure number: | 011*0590*B0008 (from 1992 edition) |
Location: | .8 MI SOUTH OF HWY 52 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 76.1 ft. [23.2 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1941 |
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: | 2 |
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: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 218 [as of 2017] |
Truck traffic: | 11% 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 218 | 81.2 |
October 2016 | Fair | Satisfactory | Fair | Satisfactory | 235 | 69.8 |
October 2014 | Fair | Good | Fair | Satisfactory | 240 | 69.8 |
October 2012 | Fair | Good | Fair | Satisfactory | 203 | 69.9 |
October 2010 | Fair | Satisfactory | Fair | Satisfactory | 267 | 65.3 |
October 2008 | Fair | Satisfactory | Fair | Satisfactory | 245 | 69.8 |
October 2006 | Fair | Satisfactory | Fair | Satisfactory | 328 | 65.2 |
October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 334 | 76.3 |
October 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 148 | 80.8 |
October 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 148 | 80.8 |
October 1998 | Fair | Satisfactory | Satisfactory | Good | 148 | 80.8 |
October 1996 | Fair | Satisfactory | Satisfactory | Good | 296 | 76.1 |
October 1994 | Fair | Satisfactory | Satisfactory | Good | 169 | 81.0 |
October 1992 | Good | Good | Good | Good | 169 | 81.0 |
October 1990 | Good | Good | Good | Good | 169 | 81.0 |
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. | 304 | 286 | 12 | 6 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,995 | 1,965 | 8 | 22 | 0 |
Wearing Surfaces | sq. ft. | 1,672 | 1,632 | 40 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 28 | 23 | 1 | 4 | 0 |
Reinforced Concrete Abutment | linear ft. | 158 | 128 | 28 | 2 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 133 | 97 | 36 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 26 | 0 | 0 | 0 | 26 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 152 | 146 | 6 | 0 | 0 |