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RIGHT FORK BUFFALO over RIGHT FORK BUFFALO CREEK
Map
Coordinates:
+37.32028, -83.59639
37°19'13" N, 83°35'47" W
+37.32028, -83.59639
37°19'13" N, 83°35'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | RIGHT FORK BUFFALO over RIGHT FORK BUFFALO CREEK |
| Structure number: | 095C00033N |
| Location: | 5 MI. S. KY.2024 TERMINI |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 37.1 ft. [11.3 m] |
| Total length: | 41.0 ft. [12.5 m] |
| Roadway width between curbs: | 19.0 ft. [5.8 m] |
| Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
| Skew angle: | 19° |
| Owner: | County Highway Agency [02] |
| Year built: | 2005 |
| 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: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 20 [as of 2006] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 49.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Fair | Good | Satisfactory | Good | 20 | 49.5 |
| March 2017 | Good | Good | Good | Good | 20 | 49.5 |
| December 2016 | Good | Good | Good | Good | 20 | 49.5 |
| March 2016 | Good | Good | Good | Good | 20 | 67.8 |
| March 2014 | Good | Good | Good | Good | 20 | 67.8 |
| March 2012 | Good | Good | Good | Good | 20 | 67.8 |
| March 2010 | Good | Good | Good | Good | 20 | 67.8 |
| March 2008 | Good | Very Good | Very Good | Very Good | 20 | 67.8 |
| March 2006 | Good | Very Good | Very Good | Very Good | 20 | 67.8 |
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. | 185 | 0 | 185 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 780 | 780 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 51 | 51 | 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/1218190
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1218190