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FAP 31 over BRANCH
Map
Coordinates:
+36.49858, -83.23653
36°29'55" N, 83°14'12" W
+36.49858, -83.23653
36°29'55" N, 83°14'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FAP 31 over BRANCH |
| Structure number: | 34SR0310005 |
| Location: | 6.61 MI.N. JCT. FAS 2349 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 35.4 ft. [10.8 m] |
| Total length: | 40.0 ft. [12.2 m] |
| Skew angle: | 65° |
| Owner: | State Highway Agency [01] |
| Year built: | 1989 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,360 [as of 2017] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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] |
| 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: | 83.3 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2018 | Good | 7 out of 10 | 3360 | 83.3 |
| June 2016 | Good | 7 out of 10 | 2770 | 85.6 |
| July 2014 | Good | 7 out of 10 | 2560 | 86.5 |
| July 2012 | Good | 7 out of 10 | 2380 | 87.3 |
| July 2010 | Good | 7 out of 10 | 2740 | 85.7 |
| August 2008 | Good | 7 out of 10 | 2820 | 84.3 |
| August 2006 | Good | 7 out of 10 | 2920 | 85.9 |
| August 2004 | Good | 7 out of 10 | 2850 | 86.2 |
| May 2002 | Good | 7 out of 10 | 2760 | 86.6 |
| May 2000 | Good | 7 out of 10 | 2690 | 86.9 |
| August 1998 | Good | 7 out of 10 | 2700 | 86.9 |
| May 1996 | Good | 7 out of 10 | 2140 | 89.4 |
| August 1994 | Good | 7 out of 10 | 2330 | 88.6 |
| August 1992 | Good | 7 out of 10 | 2050 | 89.9 |
| January 1990 | Good | 8 out of 10 | 2050 | 89.9 |
© 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/1502793
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1502793