E. J. Anderson Hwy over Whispering Creek
Map
Coordinates:
+37.50226, -78.4224937°30'08" N, 78°25'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E. J. Anderson Hwy over Whispering Creek |
Structure number: | 000000000004019 |
Location: | 0.90-Rt.632 / 0.20-Rt.629 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 65.0 ft. [19.8 m] |
Roadway width between curbs: | 34.8 ft. [10.6 m] |
Deck width edge-to-edge: | 37.7 ft. [11.5 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1931 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,248 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Fair | Fair | 2248 | 80.4 |
August 2016 | Fair | Satisfactory | Fair | Fair | 2248 | 80.4 |
August 2014 | Fair | Satisfactory | Fair | Fair | 2200 | 80.5 |
August 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 2168 | 91.7 |
August 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 2168 | 94.5 |
August 2008 | Fair | Satisfactory | Satisfactory | Good | 2168 | 94.5 |
August 2006 | Fair | Satisfactory | Good | Good | 2251 | 94.5 |
August 2004 | Fair | Satisfactory | Good | Good | 2184 | 94.5 |
August 2002 | Fair | Satisfactory | Good | Good | 2008 | 94.6 |
August 2000 | Fair | Satisfactory | Fair | Fair | 1838 | 82.6 |
July 1999 | Fair | Satisfactory | Fair | Fair | 1838 | 82.6 |
July 1998 | Fair | Fair | Fair | Fair | 1900 | 81.5 |
July 1997 | Fair | Good | Fair | Fair | 1900 | 82.5 |
August 1996 | Fair | Good | Fair | Fair | 2100 | 81.3 |
August 1995 | Poor | Very Good | Fair | Poor | 2100 | 64.9 |
July 1994 | Poor | Very Good | Fair | Poor | 1654 | 66.4 |
November 1991 | Fair | Very Good | Fair | Fair | 2365 | 79.2 |