Share: 
COUNTY RD 5-833 over BARREN FK CR
Map
Coordinates:
+36.67831, -92.51231
36°40'42" N, 92°30'44" W
+36.67831, -92.51231
36°40'42" N, 92°30'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 5-833 over BARREN FK CR |
| Structure number: | 20243 |
| Old structure number: | 2530003 077 (from 1992 edition) |
| Location: | S 17 T 23 N R 14 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 80.1 ft. [24.4 m] |
| Total length: | 295.9 ft. [90.2 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1925 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20 [as of 2017] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 67.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Fair | Good | Satisfactory | Satisfactory | 20 | 67.2 |
| October 2015 | Fair | Good | Satisfactory | Satisfactory | 20 | 67.2 |
| November 2013 | Fair | Good | Satisfactory | Satisfactory | 20 | 67.2 |
| March 2012 | Fair | Good | Good | Satisfactory | 20 | 67.2 |
| March 2010 | Fair | Good | Good | Satisfactory | 20 | 67.2 |
| May 2008 | Fair | Good | Good | Satisfactory | 20 | 67.2 |
| March 2006 | Fair | Good | Good | Satisfactory | 20 | 67.2 |
| April 2004 | Fair | Good | Good | Satisfactory | 20 | 67.2 |
| March 2002 | Fair | Good | Good | Satisfactory | 20 | 67.2 |
| April 2000 | Fair | Good | Good | Satisfactory | 20 | 67.1 |
| March 1998 | Fair | Good | Good | Satisfactory | 20 | 67.1 |
| November 1990 | Good | Good | Good | Good | 20 | 64.2 |
© 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/1280425
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1280425