9TH STREET over ROANOKE RIVER
Map
Coordinates:
+37.25258, -79.9257037°15'09" N, 79°55'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 9TH STREET over ROANOKE RIVER |
Structure number: | 000000000021656 |
Location: | 0.01 MI FROM RTE 116 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 68.6 ft. [20.9 m] |
Total length: | 203.8 ft. [62.1 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1943 |
Year reconstructed: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,200 [as of 2017] |
Truck traffic: | 1% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.1 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $59,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Very Good | Very Good | Good | 5200 | 80.1 |
November 2016 | Good | Very Good | Very Good | Very Good | 6396 | 81.9 |
December 2014 | Good | Very Good | Very Good | Very Good | 7600 | 81.7 |
October 2013 | Fair | Satisfactory | Fair | Satisfactory | 7600 | 49.8 |
October 2012 | Fair | Satisfactory | Fair | Satisfactory | 7600 | 49.8 |
October 2011 | Fair | Satisfactory | Fair | Satisfactory | 7600 | 49.8 |
October 2010 | Fair | Satisfactory | Fair | Satisfactory | 12800 | 48.5 |
October 2009 | Fair | Satisfactory | Fair | Satisfactory | 12800 | 48.5 |
October 2008 | Fair | Satisfactory | Fair | Satisfactory | 12800 | 45.3 |
October 2007 | Fair | Satisfactory | Fair | Satisfactory | 12800 | 46.3 |
October 2006 | Fair | Satisfactory | Fair | Satisfactory | 12800 | 51.3 |
November 2005 | Fair | Good | Fair | Satisfactory | 12800 | 50.3 |
October 2004 | Fair | Satisfactory | Fair | Satisfactory | 12800 | 52.3 |
November 2003 | Fair | Good | Fair | Satisfactory | 12800 | 52.3 |
October 2002 | Fair | Good | Fair | Satisfactory | 12800 | 52.3 |
November 2001 | Fair | Good | Fair | Satisfactory | 12800 | 53.3 |
December 2000 | Fair | Good | Fair | Satisfactory | 12800 | 52.3 |
November 1999 | Fair | Good | Satisfactory | Satisfactory | 12800 | 63.0 |
October 1998 | Fair | Good | Satisfactory | Satisfactory | 12800 | 63.0 |
December 1997 | Fair | Good | Satisfactory | Satisfactory | 12800 | 63.0 |
November 1996 | Fair | Good | Satisfactory | Satisfactory | 12800 | 63.0 |
November 1995 | Fair | Good | Good | Satisfactory | 12800 | 63.8 |
November 1994 | Fair | Good | Fair | Satisfactory | 12800 | 50.1 |
November 1993 | Fair | Good | Fair | Satisfactory | 12800 | 52.1 |
November 1992 | Fair | Good | Satisfactory | Satisfactory | 12800 | 62.8 |
November 1991 | Fair | Good | Satisfactory | Satisfactory | 2000 | 67.5 |