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Gose Pike over Balls branch
Map
Coordinates:
+37.60083, -84.75694
37°36'03" N, 84°45'25" W
+37.60083, -84.75694
37°36'03" N, 84°45'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Gose Pike over Balls branch |
| Structure number: | 011C00078N |
| Location: | 1.58 MI S OF US150 B |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
| Skew angle: | 34° |
| Owner: | County Highway Agency [02] |
| Year built: | 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: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2018] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 90.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Fair | Good | Satisfactory | Good | 50 | 90.5 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 210 | 0 | 0 | 210 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 50 | 46 | 0 | 4 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 56 | 42 | 1 | 13 | 0 |
| Deck | ||||||
| Open Grid Deck | sq. ft. | 540 | 0 | 540 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 60 | 60 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 300 | 300 | 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/1724815
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1724815