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

Map

Coordinates:
+38.88861, -77.06447
38°53'19" N, 77°03'52" 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:	15.4 ft. `[4.7 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:	Equal to present minimum criteria `[6]`
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 the assessed or calculated scour condition. `[8]`
Operating rating:	52.8 tons `[48.0 metric tons]`
Inventory rating:	31.9 tons `[29.0 metric tons]`
Sufficiency rating:	73.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
April 2015	73.9	Fair	Satisfactory	Good	Satisfactory	FO	10600
April 2013	73.9	Fair	Satisfactory	Good	Satisfactory	FO	10600
April 2011	73.9	Fair	Satisfactory	Very Good	Satisfactory	FO	10600
April 2009	73.9	Fair	Satisfactory	Very Good	Satisfactory	FO	10600
June 2007	73.9	Fair	Satisfactory	Very Good	Good	FO	10600
May 2005	73.9	Fair	Satisfactory	Satisfactory	Satisfactory	FO	10600
July 2003	73.9	Fair	Satisfactory	Satisfactory	Satisfactory	FO	10600
September 2001	73.9	Fair	Satisfactory	Satisfactory	Satisfactory	FO	10600