Willis Wharf Road over Parting Creek
Map
Coordinates:
+37.50977, -75.8071137°30'35" N, 75°48'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Willis Wharf Road over Parting Creek |
Structure number: | 000000000012759 |
Location: | 0.20 TO 660 /0.50 To 1203 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 150.9 ft. [46.0 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 523 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 72.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Fair | Satisfactory | 523 | 72.5 |
June 2016 | Fair | Good | Fair | Satisfactory | 523 | 72.5 |
June 2014 | Fair | Good | Fair | Satisfactory | 467 | 73.1 |
June 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 467 | 84.8 |
June 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 467 | 84.8 |
June 2008 | Fair | Very Good | Satisfactory | Satisfactory | 467 | 84.8 |
July 2006 | Fair | Very Good | Satisfactory | Good | 467 | 84.8 |
May 2004 | Fair | Very Good | Satisfactory | Good | 108 | 93.0 |
January 2003 | Fair | Very Good | Satisfactory | Good | 108 | 93.0 |
January 2001 | Fair | Very Good | Satisfactory | Satisfactory | 150 | 92.6 |
December 1998 | Fair | Very Good | Satisfactory | Good | 150 | 92.6 |
November 1996 | Fair | Very Good | Satisfactory | Very Good | 133 | 92.7 |
November 1994 | Fair | Very Good | Satisfactory | Very Good | 125 | 93.1 |
November 1992 | Fair | Very Good | Satisfactory | Very Good | 125 | 93.1 |
September 1990 | Fair | Good | Satisfactory | Very Good | 310 | 86.5 |