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NEWFOUND GAP ROAD over WALKER CAMP PRONG
Map
Coordinates:
+35.62414, -83.41708
35°37'27" N, 83°25'01" W
+35.62414, -83.41708
35°37'27" N, 83°25'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NEWFOUND GAP ROAD over WALKER CAMP PRONG |
| Structure number: | 5460008P0000000 |
| Location: | 1.9 MILES NORTH FROM NEWF |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 39.0 ft. [11.9 m] |
| Owner: | National Park Service [66] |
| Year built: | 1937 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,388 [as of 2010] |
| 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: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 81.5 |
| Estimated cost of work: | $144,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Fair | - | Satisfactory | Satisfactory | 3388 | 81.5 |
| May 2016 | Fair | - | Satisfactory | Satisfactory | 3388 | 68.0 |
| May 2014 | Fair | - | Satisfactory | Satisfactory | 3388 | 68.0 |
| June 2012 | Fair | - | Satisfactory | Satisfactory | 3388 | 68.0 |
| June 2010 | Fair | - | Satisfactory | Satisfactory | 3388 | 68.0 |
| June 2008 | Fair | - | Satisfactory | Satisfactory | 3388 | 68.0 |
| June 2006 | Fair | - | Good | Satisfactory | 3388 | 67.7 |
| May 2004 | Fair | - | Good | Satisfactory | 3388 | 48.7 |
| April 2002 | Fair | - | Good | Satisfactory | 3388 | 48.8 |
| June 2000 | Good | - | Good | Good | 3388 | 48.8 |
© 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/1506921
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1506921