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RTE 907C over ShoreRd EB toPkwy, 2ND A

Map 

Coordinates:
+40.64151, -74.02111
40°38'29" N, 74°01'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907C over ShoreRd EB toPkwy, 2ND A
Structure number:000000002231239
Location:1.5 MI NE 86 ST+SHORE PKY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:151.9 ft. [46.3 m]
Total length:2826.9 ft. [861.6 m]
Roadway width between curbs:49.5 ft. [15.1 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:39
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:48,686 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:83.4 tons [75.8 metric tons]
Inventory rating:21.5 tons [19.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:58.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$124,902,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201458.9Functionally obsoleteFairSatisfactoryGood48686
May 201274.2Functionally obsoleteFairSatisfactoryGood48700
April 201074.2Functionally obsoleteFairSatisfactoryGood57406
October 200874.2Functionally obsoleteFairSatisfactoryGood48686
April 200674.2Functionally obsoleteFairSatisfactoryGood57406
April 200475.2Functionally obsoleteFairSatisfactoryGood50327
October 200275.0Functionally obsoleteFairSatisfactoryGood57424
August 200071.0Functionally obsoleteFairSatisfactoryGood57424
October 199870.1Functionally obsoleteFairSatisfactoryGood56793
August 199646.0Structurally deficientPoorPoorPoor50802
June 199442.9Structurally deficientPoorPoorPoor46425
November 199242.9Structurally deficientPoorPoorPoor125000
November 199041.9Structurally deficientPoorPoorPoor125000