SOUTH AVENUE over Arlington Yd


+40.63353, -74.16630
40°38'01" N, 74°09'59" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SOUTH AVENUE over Arlington Yd
Structure number:000000002249200
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:61.7 ft. [18.8 m]
Total length:149.0 ft. [45.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:21.3 ft. [6.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,977 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:91.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,068,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201591.0GoodGoodGoodExcellentFO9977
September 201391.0GoodGoodGoodExcellentFO9977
August 201191.5GoodExcellentExcellentExcellentFO8366
June 200994.4GoodExcellentExcellentExcellent-9030
December 200794.1GoodExcellentExcellentExcellent-10000
October 200577.0GoodExcellentExcellentExcellent-8366
September 200369.4GoodExcellentExcellentExcellent-8366
August 200177.0GoodExcellentExcellentExcellent-8366
March 200145.4PoorPoorPoorPoorSD8366
June 199945.4PoorPoorPoorPoorSD8366
March 199824.0PoorPoorPoorSeriousSD7928
May 199724.0PoorPoorPoorSeriousSD7928
April 199624.0PoorPoorPoorSeriousSD7928
April 199523.4PoorPoorPoorSeriousSD7928
April 199424.6PoorPoorPoorSeriousSD7000
April 199324.6PoorPoorPoorSeriousSD7000
April 199224.6PoorPoorPoorSeriousSD7000
October 199121.5PoorSeriousPoorSeriousSD7000