KY-1045 over KILBURN FK OF INDIAN CRK
Map
Coordinates:
+36.81472, -84.3825036°48'53" N, 84°22'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1045 over KILBURN FK OF INDIAN CRK |
Structure number: | 074B00016N |
Old structure number: | 074*1045*B0016 (from 1992 edition) |
Location: | 1.0 MI S.W. OF JCT KY 700 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 17.4 ft. [5.3 m] |
Total length: | 53.2 ft. [16.2 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
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: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 356 [as of 2016] |
Truck traffic: | 11% of total traffic |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 50.9 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2018 | Fair | 6 out of 10 | 356 | 50.9 |
February 2016 | Fair | 6 out of 10 | 340 | 66.4 |
February 2014 | Fair | 6 out of 10 | 340 | 66.4 |
February 2012 | Good | 7 out of 10 | 296 | 66.4 |
February 2010 | Good | 7 out of 10 | 407 | 66.4 |
February 2008 | Good | 7 out of 10 | 382 | 66.4 |
February 2006 | Good | 7 out of 10 | 497 | 66.4 |
February 2004 | Good | 7 out of 10 | 489 | 72.8 |
February 2002 | Good | 7 out of 10 | 489 | 75.8 |
February 2000 | Good | 7 out of 10 | 489 | 72.8 |
February 1998 | Good | 7 out of 10 | 489 | 74.8 |
February 1996 | Good | 7 out of 10 | 461 | 74.8 |
February 1994 | Good | 7 out of 10 | 333 | 85.5 |
February 1992 | Good | 7 out of 10 | 333 | 85.5 |
February 1990 | Good | 7 out of 10 | 333 | 85.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 241 | 0 | 227 | 14 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 104 | 22 | 60 | 22 | 0 |