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RTE 907M over 25A NORTHERN BLVD, 25A E

Map 

Coordinates:
+40.75836, -73.85005
40°45'30" N, 73°51'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907M over 25A NORTHERN BLVD, 25A E
Structure number:00000000105591G
Location:JCT GCP & I678
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:88.9 ft. [27.1 m]
Total length:658.8 ft. [200.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1990
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:9
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:4,280 [as of 2009]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:50.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$23,406,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201550.5Structurally deficientExcellentPoorFair4280
October 201450.5Structurally deficientExcellentPoorFair4280
August 201350.5Structurally deficientExcellentFairPoor4280
October 201250.5Structurally deficientExcellentFairPoor4280
October 201150.5Structurally deficientExcellentGoodPoor4280
September 201066.7Functionally obsoleteExcellentGoodFair4280
August 200966.7Functionally obsoleteExcellentGoodFair4280
July 200866.7Functionally obsoleteExcellentGoodFair4280
June 200668.7Not deficientExcellentGoodFair4280
April 200466.7Functionally obsoleteExcellentGoodFair4280
June 200266.7Functionally obsoleteExcellentGoodFair4280
May 200070.8Functionally obsoleteExcellentSatisfactorySatisfactory4280
July 199861.8Functionally obsoleteExcellentSatisfactorySatisfactory4280
August 199648.8Structurally deficientVery GoodFairPoor4280
July 199549.0Structurally deficientVery GoodFairPoor4280
July 199449.0Structurally deficientVery GoodFairPoor4280
November 199249.0Structurally deficientVery GoodFairPoor4280
November 199049.0Structurally deficientVery GoodPoorPoor4280