KY-556 over RUIN CREEK
Map
Coordinates:
+38.10139, -83.1341738°06'05" N, 83°08'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-556 over RUIN CREEK |
Structure number: | 032B00031N |
Old structure number: | 032*0556*B0031 (from 1992 edition) |
Location: | 1.3 MI. NW CL SANDY HOOK |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 122.1 ft. [37.2 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 285 [as of 2014] |
Truck traffic: | 3% 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 98.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 285 | 98.9 |
July 2015 | Good | Good | Good | Good | 285 | 98.9 |
July 2013 | Good | Good | Good | Good | 408 | 97.9 |
July 2011 | Good | Good | Good | Good | 390 | 98.9 |
July 2009 | Good | Good | Good | Good | 461 | 97.9 |
August 2007 | Good | Good | Good | Good | 341 | 98.9 |
August 2005 | Good | Good | Good | Good | 315 | 98.9 |
July 2003 | Good | Good | Good | Good | 171 | 99.0 |
October 1999 | Good | Good | Good | Very Good | 171 | 100.0 |
October 1997 | Good | Good | Good | Very Good | 171 | 100.0 |
August 1995 | Good | Good | Good | Very Good | 150 | 100.0 |
August 1993 | Good | Good | Very Good | Very Good | 150 | 100.0 |
August 1991 | Good | Very Good | Very Good | Very Good | 150 | 100.0 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 976 | 967 | 6 | 3 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 3,904 | 0 | 3,904 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,538 | 3,480 | 0 | 58 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 0 | 2 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 78 | 60 | 18 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 67 | 20 | 47 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 67 | 41 | 25 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 244 | 222 | 22 | 0 | 0 |