KY-1856 over BUCK CREEK
Map
Coordinates:
+37.61306, -84.9555637°36'47" N, 84°57'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1856 over BUCK CREEK |
Structure number: | 011B00033N |
Old structure number: | 011*1856*B0033 (from 1992 edition) |
Location: | .95 MI N. OF JCT KY 34 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 24.6 ft. [7.5 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 368 [as of 2015] |
Truck traffic: | 11% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 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] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 70.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Fair | Fair | 368 | 70.9 |
October 2016 | Fair | Good | Fair | Fair | 368 | 64.5 |
October 2014 | Fair | Good | Satisfactory | Fair | 387 | 66.5 |
October 2012 | Fair | Good | Satisfactory | Fair | 392 | 64.5 |
October 2010 | Fair | Satisfactory | Fair | Fair | 390 | 64.5 |
October 2008 | Fair | Satisfactory | Fair | Fair | 390 | 64.5 |
October 2006 | Fair | Satisfactory | Fair | Fair | 379 | 63.6 |
October 2004 | Fair | Satisfactory | Fair | Fair | 431 | 63.6 |
October 2002 | Fair | Satisfactory | Fair | Fair | 544 | 63.3 |
October 2000 | Fair | Good | Fair | Satisfactory | 544 | 63.2 |
October 1998 | Fair | Good | Fair | Satisfactory | 544 | 63.2 |
October 1996 | Fair | Good | Fair | Satisfactory | 544 | 63.2 |
October 1994 | Poor | Good | Poor | Satisfactory | 375 | 43.7 |
October 1992 | Poor | Good | Poor | Satisfactory | 375 | 29.1 |
October 1991 | Poor | Good | Poor | Satisfactory | 375 | 30.2 |
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. | 200 | 57 | 137 | 6 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 608 | 608 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 571 | 571 | 0 | 0 | 0 |
Substructure |
Masonry Abutment | linear ft. | 90 | 0 | 83 | 7 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 34 | 12 | 22 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 50 | 50 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 250 | 250 | 0 | 0 | 0 |