KY-927 over GULF FORK
Map
Coordinates:
+36.83972, -84.5305636°50'23" N, 84°31'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-927 over GULF FORK |
Structure number: | 074B00024N |
Old structure number: | 074*0927*B0024 (from 1992 edition) |
Location: | 2.9 MI WEST OF JCT US 27 |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 37.1 ft. [11.3 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 171 [as of 2015] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 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] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 63.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Satisfactory | Fair | 171 | 63.7 |
February 2016 | Fair | Satisfactory | Satisfactory | Fair | 249 | 62.8 |
February 2014 | Fair | Satisfactory | Satisfactory | Fair | 268 | 61.0 |
February 2012 | Fair | Good | Good | Satisfactory | 306 | 72.2 |
February 2010 | Fair | Good | Good | Satisfactory | 304 | 72.2 |
February 2008 | Fair | Good | Good | Satisfactory | 298 | 72.2 |
February 2006 | Fair | Good | Good | Satisfactory | 368 | 72.6 |
February 2004 | Fair | Good | Good | Satisfactory | 237 | 74.8 |
February 2002 | Fair | Good | Good | Satisfactory | 237 | 74.8 |
February 2000 | Fair | Good | Good | Satisfactory | 237 | 74.8 |
February 1998 | Fair | Good | Good | Satisfactory | 237 | 73.8 |
February 1996 | Fair | Good | Very Good | Satisfactory | 237 | 72.8 |
February 1994 | Fair | Good | Very Good | Satisfactory | 358 | 70.6 |
February 1992 | Fair | Good | Very Good | Satisfactory | 358 | 70.6 |
February 1990 | Fair | Good | Very Good | Satisfactory | 358 | 70.6 |
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 Closed Web/Box Girder | linear ft. | 259 | 239 | 20 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 778 | 389 | 389 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 58 | 0 | 40 | 18 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 74 | 74 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 296 | 146 | 150 | 0 | 0 |