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RTE 9A over METRO NO COMMUTER, SPUYT

Map 

Coordinates:
+40.87826, -73.92138
40°52'42" N, 73°55'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 9A over METRO NO COMMUTER, SPUYT
Structure number:000000005521257
Location:JCT SH 9A & HARLEM RIVER
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes [1]
Length of largest span:839.9 ft. [256.0 m]
Total length:1876.1 ft. [571.8 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance above deck:11.5 ft. [3.5 m]
Vertical clearance below bridge:142.7 ft. [43.5 m]
Owner:Local Toll Authority [32]
Year built:1935
Year reconstructed:2011
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:60,918 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 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]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:49.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$53,576,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201549.0FairGoodFairFair-60918
September 201347.2FairGoodFairFair-30639
September 201149.0FairGoodFairFairFO30650
September 200944.8FairGoodFairFairFO31301
September 200737.8PoorPoorFairFairSD33221
August 200539.2PoorPoorFairFairSD115094
September 200339.2PoorPoorFairFairSD115094
August 200121.0PoorSeriousPoorPoorSD115094
August 199923.0PoorPoorPoorFairSD129641
August 199714.0PoorPoorSeriousSeriousSD56000
October 199515.8PoorPoorSeriousSeriousSD56000
June 199414.8PoorSeriousSeriousSeriousSD47634
October 199232.8PoorPoorPoorPoorSD52400
October 19905.0PoorPoorSeriousSeriousSD52400