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CRAINTOWN ROAD over BEGLEY CREEK
Map
Coordinates:
+37.64417, -85.00444
37°38'39" N, 85°00'16" W
+37.64417, -85.00444
37°38'39" N, 85°00'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CRAINTOWN ROAD over BEGLEY CREEK |
| Structure number: | 011C00046N |
| Location: | .3 MI S OF JCT US 150 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 29.5 ft. [9.0 m] |
| Total length: | 33.1 ft. [10.1 m] |
| Roadway width between curbs: | 17.7 ft. [5.4 m] |
| Deck width edge-to-edge: | 17.7 ft. [5.4 m] |
| Skew angle: | 45° |
| Owner: | County Highway Agency [02] |
| Year built: | 1988 |
| Year reconstructed: | 2014 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Open Grating [3] |
| Wearing surface: | Other [9] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 258 [as of 2006] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $68,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 258 | 78.0 |
| September 2016 | Good | Very Good | Very Good | Good | 258 | 78.0 |
| June 2015 | Good | Excellent | Excellent | Good | 258 | 78.0 |
| January 2015 | Good | Excellent | Excellent | Good | 258 | 78.0 |
| October 2012 | Poor | Satisfactory | Poor | Good | 258 | 42.1 |
| October 2010 | Fair | Satisfactory | Fair | Fair | 258 | 55.1 |
| October 2008 | Fair | Satisfactory | Fair | Fair | 258 | 55.1 |
| October 2006 | Fair | Satisfactory | Fair | Fair | 262 | 55.1 |
| October 2004 | Fair | Satisfactory | Fair | Fair | 150 | 62.6 |
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. | 224 | 0 | 224 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 68 | 54 | 14 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 58 | 0 | 58 | 0 | 0 |
| Deck | ||||||
| Open Grid Deck | sq. ft. | 588 | 0 | 588 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 66 | 66 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 330 | 330 | 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/1207863
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1207863