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Eisenhower Ave. over Cameron Run

Alexandria, Virginia

Map

Coordinates:
+38.80435, -77.10607
38°48'16" N, 77°06'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Eisenhower Ave. over Cameron Run
Structure number:000000000019912
Location:00.00 0000 / 00.00 0000
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:128.0 ft. [39.0 m]
Total length:344.2 ft. [104.9 m]
Roadway width between curbs:48.9 ft. [14.9 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Skew angle:59°
Owner:City or Municipal Highway Agency [04]
Year built:1986
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: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: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,059 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:40.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$25,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactoryFair1205940.5
June 2016FairSatisfactorySatisfactorySatisfactory1205974.6
June 2014FairGoodSatisfactorySatisfactory1800072.5
June 2012FairGoodSatisfactorySatisfactory1800072.5
June 2010FairGoodSatisfactorySatisfactory1800074.5
July 2008FairGoodSatisfactorySatisfactory1800066.9
July 2006FairGoodSatisfactorySatisfactory1800066.9
June 2004GoodGoodGoodGood1800066.9
July 2002GoodGoodGoodGood1800066.9
June 2000GoodGoodGoodGood1800066.9
June 1998GoodGoodGoodGood1800066.9
December 1996GoodGoodGoodGood1800066.9
June 1994GoodGoodGood-1800060.9
November 1992GoodGoodGoodGood1800060.9
November 1990GoodVery GoodVery GoodVery Good1800060.9