FAS 173 over BRANCH
Map
Coordinates:
+36.18345, -82.2568836°11'00" N, 82°15'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 173 over BRANCH |
Structure number: | 86S23790003 |
Location: | 1.8 M SW OF CARTER CO LN |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 39.0 ft. [11.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,490 [as of 2017] |
Truck traffic: | 10% of total traffic |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 83.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
November 2018 | Fair | 6 out of 10 | 1490 | 83.8 |
November 2016 | Fair | 6 out of 10 | 1340 | 80.8 |
November 2014 | Fair | 6 out of 10 | 1280 | 80.9 |
January 2013 | Fair | 6 out of 10 | 1370 | 96.5 |
January 2011 | Fair | 6 out of 10 | 1370 | 96.5 |
February 2009 | Fair | 6 out of 10 | 1300 | 96.5 |
February 2007 | Fair | 6 out of 10 | 950 | 96.6 |
April 2005 | Fair | 6 out of 10 | 1180 | 96.6 |
March 2003 | Fair | 6 out of 10 | 1010 | 96.6 |
February 2001 | Fair | 6 out of 10 | 1150 | 96.6 |
February 1999 | Fair | 6 out of 10 | 980 | 96.6 |
February 1997 | Fair | 6 out of 10 | 1100 | 95.6 |
March 1995 | Fair | 6 out of 10 | 1000 | 93.6 |
January 1993 | Fair | 6 out of 10 | 1230 | 93.5 |
May 1991 | Fair | 6 out of 10 | 1230 | 94.5 |