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Laurel Fork Road over Lt. Fk. Buffalo Creek
Map
Coordinates:
+37.35722, -83.59389
37°21'26" N, 83°35'38" W
+37.35722, -83.59389
37°21'26" N, 83°35'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Laurel Fork Road over Lt. Fk. Buffalo Creek |
| Structure number: | 095C00040N |
| Location: | 120 FT S LT FK Buffalo RD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 33.5 ft. [10.2 m] |
| Total length: | 37.4 ft. [11.4 m] |
| Roadway width between curbs: | 13.5 ft. [4.1 m] |
| Deck width edge-to-edge: | 14.4 ft. [4.4 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 2010 |
| 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: | 75 [as of 2016] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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 conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 49.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Fair | Good | Good | Satisfactory | 75 | 49.2 |
| March 2017 | Fair | Good | Good | Satisfactory | 75 | 49.2 |
| June 2016 | Fair | Good | Good | Satisfactory | 75 | 49.2 |
| March 2016 | Fair | Good | Good | Satisfactory | 80 | 55.6 |
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. | 150 | 0 | 150 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 538 | 538 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 37 | 19 | 18 | 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/1687299
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1687299