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RTE 907 over EAST RIVER SHORE

Map 

Coordinates:
+40.74509, -73.95959
40°44'42" N, 73°57'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907 over EAST RIVER SHORE
Structure number:000000002268650
Location:EAST RIVER SHORE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:24.0 ft. [7.3 m]
Total length:2105.1 ft. [641.6 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:15.1 ft. [4.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:119
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:139,357 [as of 2006]
Truck traffic:5% of total traffic
Deck condition:Poor [4 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:80.7 tons [73.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:55.3
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$38,782,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201655.3PoorPoorFairFairSD139357
October 201566.0PoorPoorFairFairSD139357
October 201349.9PoorPoorFairFairSD139357
October 201149.9PoorPoorFairFairSD139400
October 200966.2FairFairFairFairFO54100
November 200768.0FairFairFairFairFO54100
September 200568.0FairFairFairFairFO54100
August 200378.0FairFairSatisfactorySatisfactoryFO54100
August 200178.0FairFairSatisfactorySatisfactoryFO54100
September 199978.0FairFairSatisfactorySatisfactoryFO54100
August 199751.0PoorFairSatisfactoryPoorSD54100
July 199547.8PoorPoorPoorPoorSD54100
August 199347.8PoorPoorPoorPoor-54100