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OLD BURKESVILLE RD over BR OF HOWARDS CREEK
Map
Coordinates:
+36.70472, -85.18278
36°42'17" N, 85°10'58" W
+36.70472, -85.18278
36°42'17" N, 85°10'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | OLD BURKESVILLE RD over BR OF HOWARDS CREEK |
| Structure number: | 027C00007N |
| Location: | 100 FT SE OF KY 639 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 49.9 ft. [15.2 m] |
| Roadway width between curbs: | 18.4 ft. [5.6 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1962 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 1,017 [as of 2010] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 57.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1017 | 57.8 |
| May 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1017 | 57.8 |
| March 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1017 | 57.8 |
| March 2012 | Good | Good | Good | Good | 1017 | 57.8 |
| March 2010 | Good | Good | Good | Good | 112 | 59.0 |
| March 2008 | Good | Good | Good | Good | 112 | 52.5 |
| March 2006 | Good | Good | Good | Good | 70 | 69.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 20 | 0 | 17 | 3 | 0 |
| Reinforced Concrete Abutment | linear ft. | 40 | 0 | 40 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 96 | 95 | 1 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 480 | 480 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 998 | 972 | 26 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 922 | 882 | 40 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209820
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209820