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Old Blaine Trace over Lt Fork of Little Sandy
Map
Coordinates:
+38.15000, -82.93389
38°08'60" N, 82°56'02" W
+38.15000, -82.93389
38°08'60" N, 82°56'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Old Blaine Trace over Lt Fork of Little Sandy |
| Structure number: | 032C00039N |
| Location: | 390' S of Jct. Ky 486 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 54.5 ft. [16.6 m] |
| Total length: | 80.1 ft. [24.4 m] |
| Roadway width between curbs: | 10.8 ft. [3.3 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1950 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 65 [as of 2012] |
| Deck condition: | Imminent Failure [1 out of 9] |
| Superstructure condition: | Imminent Failure [1 out of 9] |
| Substructure condition: | Imminent Failure [1 out of 9] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge is scour critical; field review indicates that failure of piers/abutments is imminent. [1] |
| Sufficiency rating: | 16.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Poor | Imminent Failure | Imminent Failure | Imminent Failure | 65 | 16.6 |
| December 2017 | Poor | Imminent Failure | Imminent Failure | Imminent Failure | 65 | 16.6 |
| December 2016 | Poor | Imminent Failure | Imminent Failure | Imminent Failure | 65 | 16.6 |
| March 2016 | Poor | Imminent Failure | Imminent Failure | Imminent Failure | 65 | 16.6 |
| December 2014 | Poor | Imminent Failure | Imminent Failure | Imminent Failure | 65 | 16.6 |
| December 2013 | Poor | Imminent Failure | Imminent Failure | Imminent Failure | 65 | 16.6 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 160 | 0 | 0 | 160 | 0 |
| Steel Protective Coating | sq. ft. | 1 | 1 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 4 | 0 | 2 | 0 | 2 |
| Masonry Abutment | linear ft. | 13 | 0 | 13 | 0 | 0 |
| Steel Pier Cap | linear ft. | 43 | 43 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 1 | 1 | 0 | 0 | 0 |
| Deck | ||||||
| Timber Deck | sq. ft. | 880 | 880 | 0 | 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/1650941
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1650941