Chincoteague Road over Wire Narrows
Map
Coordinates:
+37.93693, -75.4009937°56'13" N, 75°24'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Chincoteague Road over Wire Narrows |
Structure number: | 000000000024874 |
Location: | 9.51 fr 13/1.30 to Chinco |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 233.9 ft. [71.3 m] |
Roadway width between curbs: | 46.6 ft. [14.2 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
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: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,156 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 80.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,265,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Good | Good | 8156 | 80.0 |
June 2015 | Fair | Satisfactory | Good | Good | 8156 | 80.0 |
June 2013 | Fair | Satisfactory | Good | Very Good | 7482 | 80.0 |
June 2011 | Fair | Satisfactory | Good | Very Good | 7482 | 80.0 |
June 2009 | Fair | Satisfactory | Good | Very Good | 7482 | 80.0 |
July 2007 | Fair | Satisfactory | Good | Very Good | 6672 | 74.0 |
June 2005 | Fair | Satisfactory | Very Good | Satisfactory | 6054 | 74.0 |
July 2003 | Good | Good | Good | Very Good | 5788 | 74.0 |
July 2001 | Good | Good | Good | Good | 6445 | 74.0 |
July 1999 | Good | Very Good | Good | Very Good | 3909 | 74.0 |
July 1997 | Good | Very Good | Very Good | Very Good | 5500 | 74.0 |