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NFA A052 over SPIVEY CREEK
Map
Coordinates:
+36.03732, -82.48307
36°02'14" N, 82°28'59" W
+36.03732, -82.48307
36°02'14" N, 82°28'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA A052 over SPIVEY CREEK |
| Structure number: | 860A0520001 |
| Location: | S. OF SR 36 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 38.4 ft. [11.7 m] |
| Total length: | 41.3 ft. [12.6 m] |
| Roadway width between curbs: | 13.5 ft. [4.1 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1978 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 30 [as of 2019] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 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: | 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: | 40.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $529,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Poor | Poor | Poor | Satisfactory | 30 | 40.1 |
| August 2016 | Poor | Poor | Poor | Satisfactory | 30 | 40.1 |
| August 2014 | Poor | Poor | Poor | Satisfactory | 30 | 40.1 |
| August 2012 | Poor | Poor | Poor | Satisfactory | 30 | 40.1 |
| September 2010 | Poor | Poor | Poor | Satisfactory | 30 | 40.1 |
| September 2008 | Poor | Poor | Fair | Satisfactory | 30 | 48.4 |
| September 2006 | Fair | Fair | Satisfactory | Satisfactory | 30 | 61.6 |
| November 2004 | Fair | Fair | Satisfactory | Satisfactory | 30 | 61.6 |
| September 2002 | Fair | Fair | Satisfactory | Satisfactory | 30 | 54.0 |
| August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 55.0 |
| September 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 51.0 |
| October 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 67.3 |
| November 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 67.4 |
| September 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 67.4 |
| October 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 67.4 |
© 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/1514220
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1514220