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RTE 9 over RTE I95, NORTH BUS PRKG

Map

Coordinates:
+40.84864, -73.93741
40°50'55" N, 73°56'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 9 over RTE I95, NORTH BUS PRKG
Structure number:000000005522590
Location:US 9 OVER 95I
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:96.8 ft. [29.5 m]
Total length:195.9 ft. [59.7 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:24°
Owner:Local Toll Authority [32]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:22,966 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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: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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:72.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$17,170,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactoryFairFair2296672.2
July 2015FairSatisfactorySatisfactoryFair2410073.7
July 2013FairSatisfactorySatisfactoryFair2410073.7
July 2011FairFairSatisfactoryFair2410072.5
July 2009PoorFairFairPoor3122748.4
July 2007PoorFairFairPoor3122748.4
July 2005PoorSatisfactoryFairPoor3122749.7
July 2003PoorSatisfactoryFairPoor3122749.7
September 2001FairSatisfactoryFairFair3122773.4
August 1999FairSatisfactoryFairFair3122771.4
August 1997FairSatisfactorySatisfactoryFair3122773.8
August 1995PoorFairFairPoor3122754.0
August 1993PoorFairFairPoor3122754.0
July 1991PoorFairFairPoor3122738.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,73801,696420
Deck
Reinforced Concrete Decksq. ft.19,300019,29190
Wearing Surfacessq. ft.11,58005,7905,7900
Substructure
Steel Columneach90900
Steel Protective Coatingsq. ft.855085500
Reinforced Concrete Abutmentlinear ft.21601161000
Reinforced Concrete Pier Caplinear ft.108093150
Joints
Strip Seal Jointlinear ft.33301501830
Bearings
Movable Bearingeach90900
Steel Protective Coatingsq. ft.1801800
Fixed Bearingeach2702700
Steel Protective Coatingsq. ft.5404680