KY-1651 over NS (CNO&TP) SYS @ WHTLY
Map
Coordinates:
+36.72167, -84.4713936°43'18" N, 84°28'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1651 over NS (CNO&TP) SYS @ WHTLY |
Structure number: | 074B00006N |
Old structure number: | 074*1651*B0006 (from 1992 edition) |
Location: | .05 MI W OF JCT KY 2278 |
Purpose: | Carries highway over railroad |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 108.9 ft. [33.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
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: | Latex Concrete or similar additive [3] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,174 [as of 2016] |
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] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 69.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Fair | Fair | 4174 | 69.5 |
February 2016 | Fair | Satisfactory | Fair | Fair | 4188 | 69.5 |
February 2014 | Fair | Good | Fair | Fair | 4188 | 69.5 |
February 2012 | Fair | Good | Fair | Fair | 4860 | 69.3 |
February 2010 | Fair | Good | Fair | Fair | 4400 | 69.5 |
February 2008 | Fair | Good | Satisfactory | Good | 4420 | 80.7 |
February 2006 | Fair | Good | Satisfactory | Good | 4477 | 80.7 |
February 2004 | Fair | Good | Satisfactory | Good | 4534 | 80.7 |
February 2002 | Fair | Satisfactory | Good | Good | 4534 | 80.7 |
February 2000 | Good | Good | Good | Good | 4534 | 70.5 |
February 1998 | Good | Good | Good | Good | 4534 | 74.6 |
February 1996 | Good | Good | Good | Good | 4845 | 74.5 |
February 1994 | Good | Good | Good | Good | 3893 | 74.8 |
February 1992 | Good | Good | Good | Good | 3893 | 74.8 |
February 1990 | Good | Good | Good | Good | 3893 | 74.8 |
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 Closed Web/Box Girder | linear ft. | 630 | 464 | 94 | 72 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,924 | 3,200 | 724 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,088 | 2,588 | 500 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 1 | 3 | 4 | 0 |
Reinforced Concrete Abutment | linear ft. | 70 | 24 | 46 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 54 | 0 | 28 | 26 | 0 |
Joints |
Compression Joint | linear ft. | 54 | 0 | 54 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 4 | 4 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 210 | 189 | 6 | 15 | 0 |