E Old Mountain Rd over Deep Creek
Map
Coordinates:
+37.86586, -77.9139837°51'57" N, 77°54'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E Old Mountain Rd over Deep Creek |
Structure number: | 000000000011505 |
Location: | .70 From 629 &1.20 To 647 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 13.5 ft. [4.1 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1949 |
Year reconstructed: | 2003 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 640 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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 replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 78.7 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $210,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 640 | 78.7 |
May 2016 | Good | Good | Good | Good | 640 | 78.7 |
May 2014 | Good | Good | Good | Good | 163 | 78.9 |
May 2012 | Good | Good | Good | Good | 163 | 79.9 |
May 2010 | Good | Good | Good | Good | 163 | 80.9 |
May 2008 | Good | Very Good | Very Good | Good | 163 | 79.9 |
May 2006 | Good | Very Good | Very Good | Good | 125 | 80.9 |
May 2004 | Good | Very Good | Very Good | Good | 125 | 80.9 |
September 2003 | Good | Excellent | Excellent | Good | 125 | 80.9 |
May 2002 | Poor | Good | Poor | Very Good | 125 | 21.4 |
May 2001 | Poor | Good | Poor | Very Good | 86 | 24.7 |
May 2000 | Poor | Good | Poor | Very Good | 86 | 24.7 |
May 1999 | Poor | Good | Poor | Very Good | 86 | 24.7 |
May 1998 | Fair | Good | Fair | Very Good | 86 | 48.2 |
May 1997 | Fair | Good | Fair | Very Good | 200 | 47.0 |
May 1996 | Fair | Very Good | Fair | Very Good | 86 | 48.2 |
May 1995 | Fair | Excellent | Fair | Very Good | 86 | 48.4 |
July 1994 | Fair | Fair | Fair | Fair | 54 | 46.9 |
May 1993 | Fair | Fair | Fair | Fair | 54 | 46.9 |
May 1992 | Fair | Fair | Fair | Fair | 62 | 46.9 |
May 1991 | Fair | Fair | Fair | Fair | 71 | 46.9 |