ARLINGTON BLVD (U. over GWMP (SB) & BOUNDARY CHA
Map
Coordinates:
+38.88881, -77.0636138°53'20" N, 77°03'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ARLINGTON BLVD (U. over GWMP (SB) & BOUNDARY CHA |
Structure number: | 3300014P0000000 |
Location: | 1.6 MILES NORTH OF I-395. |
Purpose: | Carries highway and pedestrian walkway over highway and waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 107.9 ft. [32.9 m] |
Total length: | 267.1 ft. [81.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 87.3 ft. [26.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 25° |
Owner: | National Park Service [66] |
Year built: | 1946 |
Year reconstructed: | 1966 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,600 [as of 2013] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances 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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 55.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Good | Satisfactory | 10600 | 55.6 |
April 2015 | Fair | Satisfactory | Good | Satisfactory | 10600 | 73.9 |
April 2013 | Fair | Satisfactory | Good | Satisfactory | 10600 | 73.9 |
April 2011 | Fair | Satisfactory | Very Good | Satisfactory | 10600 | 73.9 |
April 2009 | Fair | Satisfactory | Very Good | Satisfactory | 10600 | 73.9 |
June 2007 | Fair | Satisfactory | Very Good | Good | 10600 | 73.9 |
May 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 10600 | 73.9 |
July 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 10600 | 73.9 |
September 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 10600 | 73.9 |