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NFA 2612 (SA 3410) over VALLEY BRANCH
Map
Coordinates:
+36.56777, -82.98127
36°34'04" N, 82°58'53" W
+36.56777, -82.98127
36°34'04" N, 82°58'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA 2612 (SA 3410) over VALLEY BRANCH |
| Structure number: | 34S24990001 |
| Location: | 3.5 M E OF KYLES FORD |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 12.5 ft. [3.8 m] |
| Total length: | 27.2 ft. [8.3 m] |
| Roadway width between curbs: | 21.7 ft. [6.6 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 1984 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| 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: | Gravel [8] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 90 [as of 2018] |
| Truck traffic: | 8% 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: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 91.6 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| July 2017 | Good | 7 out of 10 | 90 | 91.6 |
| August 2015 | Good | 7 out of 10 | 90 | 97.0 |
| August 2013 | Good | 7 out of 10 | 90 | 97.0 |
| August 2011 | Good | 7 out of 10 | 90 | 97.0 |
| September 2009 | Good | 7 out of 10 | 90 | 97.0 |
| October 2007 | Good | 7 out of 10 | 90 | 97.0 |
| October 2005 | Good | 7 out of 10 | 100 | 99.0 |
| November 2003 | Good | 7 out of 10 | 60 | 99.0 |
| September 2001 | Good | 7 out of 10 | 160 | 87.4 |
| August 1999 | Good | 7 out of 10 | 80 | 99.0 |
| November 1997 | Good | 7 out of 10 | 70 | 98.0 |
| August 1995 | Good | 7 out of 10 | 50 | 98.0 |
| June 1993 | Good | 7 out of 10 | 50 | 98.0 |
| July 1991 | Good | 7 out of 10 | 50 | 98.0 |
© 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/1502787
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1502787