KY-896 over EAGLE CREEK
Map
Coordinates:
+36.86833, -84.3675036°52'06" N, 84°22'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-896 over EAGLE CREEK |
Structure number: | 074B00013N |
Old structure number: | 074*0896*B0013 (from 1992 edition) |
Location: | 2.5 MI N.E. OF JCT KY 90 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 38.1 ft. [11.6 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
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: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 359 [as of 2016] |
Truck traffic: | 11% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 90.3 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2018 | Good | 7 out of 10 | 359 | 90.3 |
February 2016 | Good | 7 out of 10 | 396 | 57.7 |
February 2014 | Good | 7 out of 10 | 396 | 57.7 |
February 2012 | Good | 7 out of 10 | 365 | 58.1 |
February 2010 | Good | 7 out of 10 | 469 | 56.8 |
February 2008 | Good | 7 out of 10 | 380 | 57.9 |
February 2006 | Good | 7 out of 10 | 542 | 52.9 |
February 2004 | Good | 7 out of 10 | 732 | 56.3 |
February 2002 | Good | 7 out of 10 | 732 | 59.3 |
February 2000 | Good | 7 out of 10 | 732 | 58.7 |
February 1998 | Good | 7 out of 10 | 732 | 61.7 |
February 1996 | Good | 7 out of 10 | 1145 | 56.3 |
February 1994 | Good | 7 out of 10 | 527 | 73.7 |
February 1992 | Good | 7 out of 10 | 527 | 73.7 |
February 1990 | Good | 7 out of 10 | 527 | 73.7 |
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. | 102 | 85 | 17 | 0 | 0 |