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:95.1 ft. [29.0 m]
Total length:1044.0 ft. [318.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:14.1 ft. [4.3 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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,247 [as of 1999]
Truck traffic:5% 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 replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.2 tons [59.3 metric tons]
Inventory rating:25.9 tons [23.5 metric tons]
Sufficiency rating:55.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$42,767,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201555.0FairFairFairFairFO4247
September 201355.0FairFairFairFairFO4247
September 201141.2FairFairFairFairFO4247
August 200941.2FairFairFairFairFO4247
August 20078.5FairFairFairFairFO4247
August 20058.5PoorPoorFairFairSD4247
August 200351.9PoorPoorFairFairSD4247
September 200137.8FairSatisfactoryFairFairFO4247
September 199946.0FairSatisfactorySatisfactorySatisfactoryFO4247
September 199721.1PoorFairPoorFairSD167163
October 199519.0PoorPoorPoorPoorSD167163
December 199317.0PoorPoorPoorPoorSD167163
July 199125.8PoorFairPoorPoorSD167163