G.Washington Hwy. over Roanoke Creek
Map
Coordinates:
+37.05766, -78.5839537°03'28" N, 78°35'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | G.Washington Hwy. over Roanoke Creek |
Structure number: | 000000000004831 |
Location: | 1.50 to 654 - 0.30 to 656 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 32.5 ft. [9.9 m] |
Total length: | 97.4 ft. [29.7 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1931 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,500 [as of 2017] |
Truck traffic: | 15% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,599,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Satisfactory | Fair | 2500 | 81.0 |
September 2016 | Fair | Fair | Satisfactory | Fair | 2123 | 78.2 |
September 2014 | Fair | Fair | Satisfactory | Fair | 2100 | 78.2 |
September 2012 | Fair | Fair | Satisfactory | Fair | 2100 | 78.2 |
September 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 2227 | 90.3 |
September 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 2227 | 92.3 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 2307 | 92.2 |
October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 2186 | 87.1 |
September 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 2057 | 87.3 |
October 2000 | Good | Good | Good | Good | 2262 | 85.0 |
November 1998 | Good | Good | Good | Good | 2262 | 85.0 |
November 1996 | Good | Good | Good | Good | 2200 | 85.1 |
January 1995 | Good | Good | Good | Good | 2000 | 86.4 |
November 1992 | Good | Very Good | Very Good | Very Good | 2030 | 85.3 |
October 1991 | Good | Good | Very Good | Good | 2415 | 68.2 |