SPERRYVILLE PIKE over BLACKWATER CREEK
Map
Coordinates:
+38.57018, -78.1585438°34'13" N, 78°09'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SPERRYVILLE PIKE over BLACKWATER CREEK |
Structure number: | 000000000014660 |
Location: | 6.60 FR 231 & 2.90 TO 707 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 145.0 ft. [44.2 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,039 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 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: | Basically intolerable requiring high priority of corrrective action [3] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 69.3 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $200,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Satisfactory | Fair | 2039 | 69.3 |
May 2015 | Fair | Good | Satisfactory | Fair | 2039 | 69.3 |
May 2013 | Fair | Good | Satisfactory | Fair | 2164 | 69.0 |
May 2011 | Fair | Good | Good | Fair | 2164 | 70.0 |
May 2009 | Fair | Good | Good | Fair | 2164 | 70.0 |
May 2007 | Fair | Good | Good | Fair | 2048 | 70.2 |
May 2005 | Fair | Good | Good | Fair | 2181 | 69.9 |
May 2003 | Fair | Good | Good | Fair | 2246 | 69.8 |
May 2001 | Good | Good | Good | Good | 2037 | 82.0 |
May 1999 | Good | Good | Very Good | Good | 2101 | 79.9 |
May 1997 | Good | Good | Very Good | Good | 3700 | 71.2 |
May 1995 | Good | Good | Very Good | Good | 1900 | 82.0 |
May 1993 | Good | Good | Very Good | Good | 4000 | 70.5 |
April 1992 | Good | Good | Very Good | Very Good | 3645 | 71.2 |