KY-557 over LITTLE SANDY RIVER
Map
Coordinates:
+38.11417, -83.1175038°06'51" N, 83°07'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-557 over LITTLE SANDY RIVER |
Structure number: | 032B00020N |
Old structure number: | 032*0557*B0020 (from 1992 edition) |
Location: | .05 MI WEST OF JCT KY 7 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 113.9 ft. [34.7 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: | 1958 |
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: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 458 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Equal to present minimum criteria [6] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 69.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Fair | Fair | Satisfactory | 458 | 69.3 |
August 2015 | Fair | Fair | Fair | Satisfactory | 485 | 69.3 |
August 2013 | Fair | Fair | Fair | Satisfactory | 503 | 69.2 |
August 2011 | Fair | Fair | Fair | Satisfactory | 525 | 69.2 |
August 2009 | Fair | Fair | Fair | Satisfactory | 492 | 69.3 |
August 2007 | Fair | Fair | Satisfactory | Good | 368 | 80.3 |
August 2005 | Fair | Fair | Satisfactory | Good | 504 | 80.3 |
July 2003 | Fair | Fair | Satisfactory | Satisfactory | 394 | 80.1 |
October 1999 | Fair | Fair | Fair | Good | 394 | 70.1 |
October 1997 | Fair | Fair | Satisfactory | Good | 394 | 81.1 |
August 1995 | Fair | Fair | Good | Good | 288 | 78.7 |
August 1993 | Fair | Fair | Good | Good | 288 | 74.7 |
August 1991 | Good | Good | Good | Good | 288 | 72.7 |
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 Girder/Beam | linear ft. | 456 | 426 | 11 | 11 | 8 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,727 | 2,263 | 464 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,508 | 2,082 | 426 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 0 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 64 | 55 | 7 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 50 | 40 | 3 | 7 | 0 |
Joints |
Compression Joint | linear ft. | 52 | 0 | 52 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 228 | 218 | 0 | 10 | 0 |