Cowford Road over Banister River
Map
Coordinates:
+36.76703, -78.8815936°46'01" N, 78°52'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Cowford Road over Banister River |
Structure number: | 000000000009229 |
Location: | 0.86-Rt 651/1.14-Rt 360 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 79.1 ft. [24.1 m] |
Total length: | 166.0 ft. [50.6 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,702 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Good | Good | Satisfactory | 1702 | 96.9 |
February 2015 | Fair | Good | Good | Satisfactory | 1702 | 96.9 |
February 2013 | Fair | Good | Good | Satisfactory | 1912 | 96.8 |
February 2011 | Fair | Good | Good | Satisfactory | 1912 | 96.8 |
February 2009 | Fair | Good | Good | Satisfactory | 1912 | 96.8 |
February 2007 | Good | Good | Good | Good | 1925 | 96.8 |
March 2005 | Good | Good | Good | Good | 2170 | 95.6 |
March 2003 | Good | Good | Good | Good | 1781 | 96.9 |
February 2001 | Good | Good | Good | Good | 1806 | 96.9 |
February 1999 | Good | Good | Good | Good | 1806 | 96.9 |
February 1997 | Fair | Fair | Fair | Fair | 1463 | 66.6 |
March 1995 | Fair | Satisfactory | Good | Satisfactory | 1463 | 78.9 |
February 1993 | Fair | Good | Good | Satisfactory | 530 | 79.6 |
January 1991 | Fair | Good | Good | Satisfactory | 480 | 79.6 |