STATE FARM ROAD over BEAVERDAM CREEK
Map
Coordinates:
+37.64589, -77.8255037°38'45" N, 77°49'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE FARM ROAD over BEAVERDAM CREEK |
Structure number: | 000000000008664 |
Location: | 0.61 FR 6 W & .12 TO 6 E |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 98.1 ft. [29.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1952 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
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: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 679 [as of 1988] |
Deck condition: | Fair [5 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 65.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Fair | Fair | 679 | 65.2 |
June 2015 | Fair | Fair | Fair | Fair | 679 | 62.6 |
June 2013 | Fair | Satisfactory | Fair | Fair | 679 | 63.6 |
June 2011 | Fair | Satisfactory | Fair | Fair | 679 | 64.6 |
June 2009 | Fair | Satisfactory | Satisfactory | Fair | 679 | 64.6 |
June 2007 | Fair | Satisfactory | Satisfactory | Fair | 679 | 64.6 |
August 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 679 | 73.6 |
June 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 679 | 73.6 |
June 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 679 | 73.6 |
July 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 679 | 73.6 |
August 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 679 | 73.6 |
September 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 679 | 73.6 |
September 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 679 | 73.6 |
October 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 679 | 73.6 |
February 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 679 | 73.6 |
March 1993 | Fair | Fair | Satisfactory | Satisfactory | 679 | 72.6 |
March 1992 | Fair | Fair | Fair | Satisfactory | 560 | 61.6 |