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GWB BUS STA PLAZA over FT WASHINGTON AVE

Map 

Coordinates:
+40.84905, -73.93903
40°50'57" N, 73°56'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GWB BUS STA PLAZA over FT WASHINGTON AVE
Structure number:000000005522550
Location:0.2 MI W OF 95I & RTE 9
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:81.7 ft. [24.9 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:9.8 ft. [3.0 m]
Deck width edge-to-edge:186.4 ft. [56.8 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:Local Toll Authority [32]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:250 [as of 2009]
Truck traffic:10% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:96.1 tons [87.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:58.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,893,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201558.8Functionally obsoleteSatisfactorySatisfactoryFair250
July 201358.8Functionally obsoleteSatisfactorySatisfactoryFair250
July 201170.4Functionally obsoleteSatisfactoryGoodSatisfactory250
July 200970.4Functionally obsoleteSatisfactoryGoodGood250
June 200770.4Functionally obsoleteSatisfactoryGoodGood250
June 200570.4Functionally obsoleteSatisfactoryGoodGood250
August 200369.4Functionally obsoleteSatisfactoryGoodGood250
August 200170.0Functionally obsoleteSatisfactoryGoodGood200
July 199970.0Functionally obsoleteSatisfactoryGoodGood200
August 199770.0Functionally obsoleteGoodGoodSatisfactory200
August 199559.1Functionally obsoleteSatisfactorySatisfactoryFair200
September 199361.7Structurally deficientSatisfactoryPoorPoor200
July 199160.7Structurally deficientFairFairPoor200