KY-3019 over BEAVER DAM CREEK
Map
Coordinates:
+37.15528, -86.2266737°09'19" N, 86°13'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-3019 over BEAVER DAM CREEK |
Structure number: | 031B00007N |
Old structure number: | 031*0101*B0007 (from 1992 edition) |
Location: | 1.1 MI N OF JCT KY 101 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 159.1 ft. [48.5 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 47.6 ft. [14.5 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
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: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 239 [as of 2015] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Good | 239 | 96.9 |
June 2016 | Fair | Satisfactory | Good | Good | 239 | 96.9 |
June 2014 | Fair | Satisfactory | Good | Good | 197 | 97.0 |
June 2012 | Good | Good | Very Good | Very Good | 211 | 98.0 |
June 2010 | Good | Good | Very Good | Very Good | 221 | 98.0 |
June 2008 | Good | Good | Very Good | Very Good | 229 | 98.0 |
June 2006 | Good | Good | Very Good | Very Good | 252 | 97.9 |
May 2004 | Good | Good | Very Good | Very Good | 247 | 97.9 |
June 2000 | Good | Good | Very Good | Very Good | 3141 | 96.8 |
July 1998 | Good | Good | Very Good | Very Good | 3141 | 96.8 |
June 1996 | Good | Good | Very Good | Very Good | 4093 | 96.5 |
June 1994 | Good | Good | Very Good | Very Good | 2521 | 97.1 |
June 1992 | Good | Good | Very Good | Very Good | 2521 | 97.1 |
June 1990 | Good | Good | Very Good | Very Good | 2521 | 97.1 |
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. | 954 | 477 | 477 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 7,559 | 0 | 7,544 | 15 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 0 | 6 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 100 | 0 | 100 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 136 | 136 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 128 | 123 | 2 | 3 | 0 |
Joints |
Pourable Joint | linear ft. | 124 | 62 | 52 | 10 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 318 | 318 | 0 | 0 | 0 |