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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 

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. ratingEvaluationDeckSuper.Sub.ADT
October 201549.0Not deficientGoodFairFair60918
September 201347.2Not deficientGoodFairFair30639
September 201149.0Functionally obsoleteGoodFairFair30650
September 200944.8Functionally obsoleteGoodFairFair31301
September 200737.8Structurally deficientPoorFairFair33221
August 200539.2Structurally deficientPoorFairFair115094
September 200339.2Structurally deficientPoorFairFair115094
August 200121.0Structurally deficientSeriousPoorPoor115094
August 199923.0Structurally deficientPoorPoorFair129641
August 199714.0Structurally deficientPoorSeriousSerious56000
October 199515.8Structurally deficientPoorSeriousSerious56000
June 199414.8Structurally deficientSeriousSeriousSerious47634
October 199232.8Structurally deficientPoorPoorPoor52400
October 19905.0Structurally deficientPoorSeriousSerious52400