211 Business over Big Branch
Map
Coordinates:
+38.70447, -78.1625938°42'16" N, 78°09'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 211 Business over Big Branch |
Structure number: | 000000000014631 |
Location: | .58 Fr 626 & .44 To 522 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 31.5 ft. [9.6 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1930 |
Year reconstructed: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 885 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 89.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 885 | 89.3 |
August 2015 | Good | Good | Good | Good | 885 | 89.3 |
August 2013 | Good | Good | Good | Good | 1162 | 89.2 |
August 2011 | Good | Good | Good | Good | 1162 | 91.2 |
August 2009 | Good | Very Good | Very Good | Very Good | 1162 | 91.2 |
August 2007 | Good | Very Good | Very Good | Very Good | 1099 | 91.2 |
August 2005 | Good | Very Good | Very Good | Very Good | 1425 | 91.1 |
August 2003 | Good | Very Good | Very Good | Very Good | 1592 | 91.1 |
August 2001 | Good | Very Good | Very Good | Very Good | 1444 | 91.1 |
August 1999 | Good | Very Good | Very Good | Very Good | 1634 | 91.1 |
August 1997 | Good | Very Good | Very Good | Very Good | 7400 | 78.8 |
September 1995 | Good | Very Good | Very Good | Very Good | 10000 | 78.1 |
September 1993 | Good | Very Good | Very Good | Very Good | 5777 | 79.3 |
September 1991 | Good | Excellent | Excellent | Excellent | 1540 | 98.6 |