River Road over Roanoke Creek
Map
Coordinates:
+36.89338, -78.6973136°53'36" N, 78°41'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | River Road over Roanoke Creek |
Structure number: | 000000000004873 |
Location: | 2.93-Rt 637 / 0.02-Rt 641 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 157.2 ft. [47.9 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 99 [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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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 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: | 89.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $869,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 99 | 89.1 |
July 2016 | Good | Good | Good | Good | 99 | 89.1 |
July 2014 | Good | Good | Good | Good | 100 | 89.1 |
July 2012 | Good | Good | Good | Good | 100 | 88.1 |
July 2010 | Good | Good | Good | Good | 100 | 65.3 |
July 2008 | Good | Good | Good | Good | 162 | 64.2 |
July 2006 | Good | Good | Good | Good | 162 | 65.2 |
October 2004 | Good | Good | Good | Good | 162 | 65.2 |
September 2002 | Good | Good | Good | Good | 181 | 65.2 |
October 2000 | Good | Good | Good | Good | 181 | 65.2 |
August 1998 | Good | Good | Very Good | Good | 181 | 60.2 |
October 1996 | Good | Good | Very Good | Good | 269 | 57.1 |
September 1994 | Good | Good | Very Good | Good | 269 | 56.9 |
August 1992 | Good | Good | Very Good | Good | 204 | 60.2 |
September 1990 | Good | Very Good | Very Good | Good | 219 | 60.2 |