Commerce Road over Little Buffalo Creek
Map
Coordinates:
+37.27246, -78.4220137°16'21" N, 78°25'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Commerce Road over Little Buffalo Creek |
Structure number: | 000000000013949 |
Location: | 0.67 to 642 - 0.93 to 15 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.2 ft. [8.0 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
Year reconstructed: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,522 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 78.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Very Good | Good | 1522 | 78.7 |
November 2015 | Good | Good | Very Good | Good | 1522 | 80.7 |
November 2013 | Good | Good | Very Good | Good | 1350 | 80.8 |
November 2011 | Good | Very Good | Very Good | Good | 1350 | 80.8 |
November 2009 | Good | Very Good | Very Good | Good | 1350 | 80.8 |
November 2007 | Good | Excellent | Excellent | Good | 703 | 84.4 |
November 2005 | Good | Excellent | Excellent | Good | 651 | 84.4 |
January 2005 | Poor | Fair | Poor | Good | 651 | 38.1 |
January 2004 | Poor | Fair | Poor | Good | 651 | 38.1 |
January 2003 | Poor | Fair | Poor | Good | 651 | 46.5 |
January 2002 | Poor | Fair | Poor | Good | 651 | 46.5 |
December 2000 | Poor | Fair | Poor | Good | 681 | 46.5 |
December 1998 | Fair | Satisfactory | Satisfactory | Good | 681 | 78.0 |
December 1996 | Fair | Satisfactory | Satisfactory | Good | 681 | 78.0 |
January 1995 | Good | Good | Good | Good | 681 | 78.0 |
December 1992 | Good | Very Good | Good | Very Good | 230 | 78.0 |
January 1991 | Good | Very Good | Good | Good | 230 | 78.0 |