Wright Shop Road over Williams Run
Map
Coordinates:
+37.42629, -79.1156437°25'35" N, 79°06'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Wright Shop Road over Williams Run |
Structure number: | 000000000001440 |
Location: | 0.01-Rt.1027/0.10-Rt.1042 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 101.1 ft. [30.8 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Year reconstructed: | 2013 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,914 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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 desirable criteria [8] |
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: | 81.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Very Good | Very Good | 3914 | 81.6 |
March 2015 | Good | Good | Very Good | Very Good | 3914 | 81.6 |
March 2013 | Good | Excellent | Excellent | Very Good | 4192 | 81.4 |
December 2011 | Fair | Fair | Fair | Satisfactory | 7817 | 62.5 |
December 2009 | Fair | Fair | Fair | Satisfactory | 7817 | 62.5 |
November 2007 | Fair | Fair | Fair | Satisfactory | 7817 | 62.5 |
February 2006 | Fair | Fair | Fair | Satisfactory | 7817 | 64.5 |
December 2003 | Fair | Fair | Fair | Satisfactory | 8459 | 59.1 |
December 2001 | Fair | Fair | Satisfactory | Satisfactory | 8459 | 71.3 |
December 1999 | Fair | Satisfactory | Satisfactory | Good | 8459 | 72.4 |
March 1998 | Fair | Satisfactory | Good | Good | 8459 | 72.4 |
December 1995 | Fair | Satisfactory | Good | Good | 8459 | 72.3 |
January 1994 | Good | Good | Very Good | Very Good | 5935 | 74.0 |
December 1991 | Good | Good | Very Good | Very Good | 5524 | 74.3 |