HAMBURG ROAD over MILL CREEK
Map
Coordinates:
+38.65821, -78.5121538°39'30" N, 78°30'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HAMBURG ROAD over MILL CREEK |
Structure number: | 000000000013184 |
Location: | 0.05 RT 211 - 0.15 RT 647 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
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: | 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: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 38 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 83.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Good | Good | Satisfactory | 38 | 83.3 |
March 2016 | Fair | Good | Good | Satisfactory | 38 | 93.8 |
March 2014 | Fair | Good | Good | Satisfactory | 63 | 93.8 |
March 2012 | Fair | Good | Satisfactory | Satisfactory | 63 | 93.8 |
March 2010 | Fair | Good | Satisfactory | Satisfactory | 63 | 93.8 |
January 2008 | Fair | Good | Satisfactory | Satisfactory | 63 | 93.8 |
February 2006 | Fair | Good | Satisfactory | Satisfactory | 70 | 93.8 |
January 2004 | Fair | Good | Satisfactory | Satisfactory | 70 | 92.9 |
January 2002 | Fair | Very Good | Good | Satisfactory | 70 | 92.9 |
February 2000 | Fair | Very Good | Good | Satisfactory | 111 | 84.4 |
January 1998 | Fair | Very Good | Very Good | Satisfactory | 111 | 84.4 |
February 1996 | Fair | Very Good | Very Good | Satisfactory | 129 | 84.4 |
February 1994 | Fair | Very Good | Very Good | Satisfactory | 129 | 84.4 |
January 1992 | Fair | Very Good | Fair | Very Good | 175 | 73.4 |
January 1991 | Fair | Very Good | Fair | Very Good | 129 | 73.4 |