NFA A300 over NEW RIVER
Map
Coordinates:
+36.33607, -84.4509836°20'10" N, 84°27'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A300 over NEW RIVER |
Structure number: | 760A1990001 |
Location: | 5.8 M SE OF HUNTSVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 235.9 ft. [71.9 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1975 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans 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: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 120 [as of 2019] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 71.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,673,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Fair | Fair | 120 | 71.6 |
September 2016 | Fair | Satisfactory | Fair | Fair | 120 | 75.6 |
October 2014 | Fair | Satisfactory | Fair | Fair | 120 | 73.6 |
October 2012 | Fair | Satisfactory | Fair | Fair | 120 | 75.1 |
December 2010 | Fair | Satisfactory | Fair | Fair | 120 | 75.1 |
November 2008 | Fair | Satisfactory | Fair | Fair | 120 | 75.1 |
October 2006 | Fair | Satisfactory | Fair | Fair | 120 | 75.1 |
October 2004 | Fair | Satisfactory | Fair | Fair | 120 | 75.1 |
July 2002 | Fair | Satisfactory | Fair | Fair | 120 | 75.1 |
August 2000 | Fair | Satisfactory | Fair | Fair | 120 | 75.1 |
October 1998 | Fair | Satisfactory | Fair | Fair | 120 | 75.1 |
July 1996 | Fair | Satisfactory | Fair | Fair | 40 | 79.6 |
October 1994 | Fair | Satisfactory | Fair | Fair | 40 | 79.6 |
July 1992 | Fair | Satisfactory | Fair | Fair | 30 | 79.7 |
November 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 88.8 |