BEACH ROAD over ASSATEAGUE CHANNEL
Map
Coordinates:
+37.91714, -75.3505337°55'02" N, 75°21'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BEACH ROAD over ASSATEAGUE CHANNEL |
Structure number: | 4190001P0000000 |
Location: | ENTRANCE TO CHINCOTEAGUE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 833.0 ft. [253.9 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 44.6 ft. [13.6 m] |
Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
Owner: | National Park Service [66] |
Year built: | 1980 |
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: | 13 |
Main spans material: | Prestressed concrete [5] |
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: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,355 [as of 2007] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 88.3 |
Estimated cost of work: | $209,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 2355 | 88.3 |
July 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 2355 | 78.7 |
July 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 2355 | 78.7 |
July 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 2355 | 78.7 |
July 2009 | Fair | Satisfactory | Satisfactory | Fair | 2355 | 67.7 |
July 2007 | Fair | Satisfactory | Satisfactory | Fair | 2355 | 67.7 |
September 2005 | Good | Good | Good | Good | 2355 | 78.7 |
August 2001 | Good | Good | Very Good | Good | 2355 | 78.7 |
July 1999 | Good | Good | Very Good | Good | 2355 | 78.4 |