RTE 9 over RAMP LX2


+40.84906, -73.94086
40°50'57" N, 73°56'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 9 over RAMP LX2
Structure number:00000000552250G
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Tolls:Yes [1]
Length of largest span:68.9 ft. [21.0 m]
Total length:1204.1 ft. [367.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:Local Toll Authority [32]
Year built:1931
Year reconstructed:1962
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:38
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
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:62.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$35,284,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairFair-62.6
September 2015FairFairFairFair424755.0
September 2013FairFairFairFair424755.0
September 2011FairFairFairFair424741.2
August 2009FairFairFairFair424741.2
August 2007FairFairFairFair42478.5
August 2005PoorPoorFairFair42478.5
August 2003PoorPoorFairFair424751.9
September 2001FairSatisfactoryFairFair424737.8
September 1999FairSatisfactorySatisfactorySatisfactory424746.0
September 1997PoorFairPoorFair16716321.1
October 1995PoorPoorPoorPoor16716319.0
December 1993PoorPoorPoorPoor16716317.0
July 1991PoorFairPoorPoor16716325.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1905813200
Steel Protective Coatingsq. ft.7,5642,1445,42000
Steel Stringerlinear ft.7,0891,7785,0392720
Steel Protective Coatingsq. ft.70,79017,86948,7743,698449
Reinforced Concrete Decksq. ft.51,329050,6416880
Wearing Surfacessq. ft.39,613039,1934200
Steel Columneach72547200
Steel Protective Coatingsq. ft.11,7003,5356,5421,130493
Reinforced Concrete Pier Walllinear ft.52042100
Reinforced Concrete Abutmentlinear ft.47035120
Steel Pier Caplinear ft.1,4023381,014500
Steel Protective Coatingsq. ft.22,4485,72116,687400
Compression Jointlinear ft.932073415840
Movable Bearingeach1380126120
Steel Protective Coatingsq. ft.2760263013
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,10702,095120
Steel Protective Coatingsq. ft.4,21804,0132050
Reinforced Concrete Bridge Raillinear ft.2,40102,2401610