ARLINGTON BLVD (U. over GWMP (SB) & BOUNDARY CHA

Map

Coordinates:
+38.88881, -77.06361
38°53'20" N, 77°03'49" W

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]`

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]`

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