NFA A053 over SPIVEY CREEK
Map
Coordinates:
+36.04172, -82.4662336°02'30" N, 82°27'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A053 over SPIVEY CREEK |
Structure number: | 860A0530001 |
Location: | S. OF SR 36 |
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: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1945 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 160 [as of 2019] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 74.7 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $125,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 74.7 |
August 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 74.7 |
August 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 74.7 |
August 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 74.7 |
September 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 74.7 |
September 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 74.7 |
September 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 74.7 |
November 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 74.7 |
September 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 74.7 |
August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 74.7 |
September 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 74.7 |
October 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 88.1 |
November 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 88.3 |
September 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 88.3 |
October 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 88.3 |