KY-1749 over LITTLE BEAVERDAM CREEK
Map
Coordinates:
+37.17361, -86.3472237°10'25" N, 86°20'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1749 over LITTLE BEAVERDAM CREEK |
Structure number: | 031B00001N |
Old structure number: | 031*1749*B0001 (from 1992 edition) |
Location: | 6.1 MI N OF JCT KY 743 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 128.9 ft. [39.3 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: | 1955 |
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: | Low slump Concrete [4] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 198 [as of 2017] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 66.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Fair | Fair | 198 | 66.7 |
June 2016 | Fair | Satisfactory | Fair | Fair | 409 | 66.6 |
June 2014 | Fair | Satisfactory | Satisfactory | Fair | 454 | 66.5 |
June 2012 | Fair | Good | Satisfactory | Satisfactory | 437 | 77.6 |
June 2010 | Fair | Very Good | Satisfactory | Satisfactory | 454 | 73.7 |
June 2008 | Fair | Very Good | Satisfactory | Satisfactory | 472 | 73.7 |
June 2006 | Good | Very Good | Good | Good | 361 | 75.5 |
May 2004 | Good | Very Good | Good | Good | 329 | 75.5 |
June 2000 | Good | Very Good | Good | Good | 390 | 75.3 |
July 1998 | Good | Very Good | Good | Good | 390 | 75.3 |
June 1996 | Good | Very Good | Good | Good | 390 | 75.3 |
July 1994 | Good | Very Good | Good | Good | 231 | 73.8 |
June 1992 | Good | Good | Good | Good | 231 | 73.8 |
June 1990 | Good | Good | Very Good | Good | 231 | 75.8 |
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. | 516 | 386 | 87 | 43 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,096 | 2,895 | 186 | 15 | 0 |
Wearing Surfaces | sq. ft. | 2,844 | 0 | 2,844 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 14 | 0 | 14 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 64 | 34 | 30 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 46 | 33 | 12 | 1 | 0 |
Joints |
Pourable Joint | linear ft. | 44 | 44 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 258 | 252 | 0 | 6 | 0 |