Share:

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 2015 

Status:Open, no restriction [A]
Average daily traffic:139,357 [as of 2006]
Truck traffic:4% 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:109.8 tons [99.8 metric tons]
Inventory rating:65.9 tons [59.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:66.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$75,336,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201566.0Structurally deficientPoorFairFair139357
October 201349.9Structurally deficientPoorFairFair139357
October 201149.9Structurally deficientPoorFairFair139400
October 200966.2Functionally obsoleteFairFairFair54100
November 200768.0Functionally obsoleteFairFairFair54100
September 200568.0Functionally obsoleteFairFairFair54100
August 200378.0Functionally obsoleteFairSatisfactorySatisfactory54100
August 200178.0Functionally obsoleteFairSatisfactorySatisfactory54100
September 199978.0Functionally obsoleteFairSatisfactorySatisfactory54100
August 199751.0Structurally deficientFairSatisfactoryPoor54100
July 199547.8Structurally deficientPoorPoorPoor54100
August 199347.8Not deficientPoorPoorPoor54100