KY-101 over BEAVER DAM CREEK
Map
Coordinates:
+37.14278, -86.2275037°08'34" N, 86°13'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-101 over BEAVER DAM CREEK |
Structure number: | 031B00032N |
Location: | 1.0 MI S OF JCT W KY 259 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 98.1 ft. [29.9 m] |
Total length: | 265.1 ft. [80.8 m] |
Roadway width between curbs: | 47.2 ft. [14.4 m] |
Deck width edge-to-edge: | 50.5 ft. [15.4 m] |
Skew angle: | 22° |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,647 [as of 2017] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 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: | Superior to present desirable criteria [9] |
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: | 99.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 5647 | 99.2 |
June 2016 | Good | Good | Good | Good | 5149 | 99.3 |
June 2014 | Good | Good | Very Good | Very Good | 5743 | 99.2 |
June 2012 | Good | Very Good | Very Good | Very Good | 5440 | 99.2 |
June 2010 | Good | Very Good | Very Good | Very Good | 5170 | 99.3 |
June 2008 | Good | Very Good | Very Good | Very Good | 5000 | 99.3 |
June 2006 | Good | Very Good | Very Good | Very Good | 5480 | 99.5 |
May 2004 | Good | Very Good | Very Good | Very Good | 4742 | 99.6 |
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 Girder/Beam | linear ft. | 1,590 | 1,590 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,394 | 0 | 13,394 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 132 | 132 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 52 | 52 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 530 | 397 | 133 | 0 | 0 |