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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.

Facts

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]

Latest Available Inspection: April 2015

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]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201573.9FairSatisfactoryGoodSatisfactoryFO10600
April 201373.9FairSatisfactoryGoodSatisfactoryFO10600
April 201173.9FairSatisfactoryVery GoodSatisfactoryFO10600
April 200973.9FairSatisfactoryVery GoodSatisfactoryFO10600
June 200773.9FairSatisfactoryVery GoodGoodFO10600
May 200573.9FairSatisfactorySatisfactorySatisfactoryFO10600
July 200373.9FairSatisfactorySatisfactorySatisfactoryFO10600
September 200173.9FairSatisfactorySatisfactorySatisfactoryFO10600