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NFA A094 over WAR CREEK
Map
Coordinates:
+36.55355, -82.94853
36°33'13" N, 82°56'55" W
+36.55355, -82.94853
36°33'13" N, 82°56'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA A094 over WAR CREEK |
| Structure number: | 340A0940001 |
| Location: | IN NE CORNER OF COUNTY |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 32.2 ft. [9.8 m] |
| Roadway width between curbs: | 22.6 ft. [6.9 m] |
| Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1992 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2018] |
| Truck traffic: | 6% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| 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] |
| 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: | 92.1 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| July 2017 | Fair | 6 out of 10 | 100 | 92.1 |
| August 2015 | Fair | 6 out of 10 | 100 | 92.1 |
| August 2013 | Fair | 6 out of 10 | 100 | 92.1 |
| August 2011 | Good | 7 out of 10 | 100 | 92.1 |
| September 2009 | Good | 7 out of 10 | 100 | 92.1 |
| October 2007 | Good | 7 out of 10 | 100 | 92.1 |
| October 2005 | Good | 7 out of 10 | 100 | 93.1 |
| November 2003 | Good | 8 out of 10 | 100 | 93.1 |
| September 2001 | Good | 8 out of 10 | 100 | 93.1 |
| August 1999 | Good | 8 out of 10 | 100 | 93.1 |
| November 1997 | Good | 9 out of 10 | 100 | 93.1 |
| August 1995 | Good | 9 out of 10 | 20 | 91.8 |
| June 1993 | Good | 9 out of 10 | 20 | 91.8 |
| April 1992 | Good | 9 out of 10 | 20 | 91.8 |
| July 1991 | Poor | N out of 10 | 20 | 10.7 |
© 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/1502761
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1502761