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BROOKSTOWN ROAD over EAST FK-OTTER CREEK
Map
Coordinates:
+37.82944, -84.22111
37°49'46" N, 84°13'16" W
+37.82944, -84.22111
37°49'46" N, 84°13'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BROOKSTOWN ROAD over EAST FK-OTTER CREEK |
| Structure number: | 076C00079N |
| Location: | 2.8 MI E.-KY 388 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 36.7 ft. [11.2 m] |
| Total length: | 40.0 ft. [12.2 m] |
| Roadway width between curbs: | 22.6 ft. [6.9 m] |
| Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 1992 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 142 [as of 2006] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 86.4 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $121,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Fair | Satisfactory | Good | Satisfactory | 142 | 86.4 |
| March 2016 | Fair | Good | Good | Satisfactory | 142 | 86.4 |
| March 2014 | Fair | Good | Good | Satisfactory | 142 | 88.4 |
| March 2012 | Fair | Good | Good | Satisfactory | 142 | 84.4 |
| March 2010 | Fair | Good | Satisfactory | Satisfactory | 142 | 84.4 |
| March 2008 | Fair | Good | Satisfactory | Satisfactory | 144 | 84.4 |
| April 2006 | Fair | Good | Satisfactory | Satisfactory | 119 | 84.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Closed Web/Box Girder | linear ft. | 240 | 231 | 9 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 983 | 911 | 72 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 84 | 72 | 11 | 1 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 32 | 32 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 76 | 76 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 380 | 380 | 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/1216307
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1216307