KY-10 over CSX RAILROAD
Map
Coordinates:
+38.64306, -83.7566738°38'35" N, 83°45'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-10 over CSX RAILROAD |
Structure number: | 081B00056N |
Old structure number: | 081*0010*B0056 (from 1992 edition) |
Location: | 200' EAST US 62 & US 68 |
Purpose: | Carries highway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 43.0 ft. [13.1 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 6,478 [as of 2014] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 44.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $225,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Fair | Satisfactory | Satisfactory | 6478 | 44.0 |
November 2015 | Fair | Fair | Satisfactory | Satisfactory | 6478 | 44.0 |
November 2013 | Fair | Fair | Satisfactory | Satisfactory | 8041 | 43.6 |
November 2011 | Fair | Fair | Satisfactory | Satisfactory | 8390 | 43.3 |
November 2009 | Fair | Fair | Satisfactory | Satisfactory | 8280 | 47.6 |
November 2007 | Fair | Fair | Satisfactory | Satisfactory | 8890 | 45.3 |
November 2003 | Fair | Fair | Satisfactory | Satisfactory | 9352 | 47.3 |
February 2000 | Fair | Fair | Satisfactory | Good | 10488 | 47.0 |
March 1998 | Fair | Fair | Good | Good | 10488 | 47.0 |
December 1995 | Fair | Fair | Good | Good | 10535 | 55.1 |
November 1993 | Fair | Satisfactory | Good | Good | 10535 | 56.2 |
November 1991 | Good | Good | Good | Good | 10535 | 56.2 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 387 | 370 | 14 | 3 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,805 | 1,115 | 675 | 15 | 0 |
Wearing Surfaces | sq. ft. | 1,289 | 1,289 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 118 | 104 | 13 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 60 | 60 | 0 | 0 | 0 |