BRAMBLTON AVE over MURRAY RUN
Map
Coordinates:
+37.24997, -79.9775037°14'60" N, 79°58'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BRAMBLTON AVE over MURRAY RUN |
Structure number: | 000000000021730 |
Location: | 0114WCL ROANO0266220 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1999 |
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: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,397 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.1 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $34,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 13397 | 97.1 |
August 2015 | Good | Good | Good | Good | 13397 | 97.1 |
August 2013 | Good | Good | Good | Good | 14000 | 97.0 |
August 2011 | Good | Good | Good | Good | 15000 | 96.9 |
August 2009 | Good | Good | Good | Good | 11190 | 97.4 |
August 2007 | Good | Good | Good | Good | 11190 | 97.4 |
August 2005 | Good | Good | Good | Good | 11190 | 97.4 |
October 2003 | Good | Good | Good | Good | 11190 | 97.4 |
January 2002 | Good | Very Good | Good | Very Good | 11190 | 97.4 |
November 1999 | Good | Excellent | Excellent | Excellent | 11190 | 95.4 |
September 1998 | Fair | Fair | Fair | Fair | 11190 | 7.6 |
October 1997 | Fair | Fair | Fair | Fair | 11190 | 7.6 |
August 1996 | Fair | Fair | Fair | Fair | 11190 | 7.6 |
September 1995 | Fair | Fair | Fair | Fair | 11190 | 7.6 |
November 1994 | Fair | Fair | Fair | Fair | 11190 | 7.6 |
October 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 11190 | 24.0 |
October 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 11190 | 24.0 |
October 1991 | Fair | Satisfactory | Good | Good | 11190 | 24.0 |