+40.81491, -73.93454
40°48'54" N, 73°56'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:EAST139TH STREET over RTE 907P, RTE 907P, MADI
Structure number:000000001077010
Location:4.4 MI NE FDR DR+ROUTE 25
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:78.7 ft. [24.0 m]
Total length:266.7 ft. [81.3 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
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: May 2015 

Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:91.9 tons [83.5 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,270,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201591.0Functionally obsoleteFairSatisfactorySatisfactory-
March 201491.0Functionally obsoleteFairSatisfactorySatisfactory17000
May 201391.0Functionally obsoleteFairSatisfactorySatisfactory17000
March 201291.0Functionally obsoleteFairSatisfactorySatisfactory17000
March 201092.0Functionally obsoleteSatisfactorySatisfactorySatisfactory17000
March 200892.0Functionally obsoleteSatisfactorySatisfactorySatisfactory17000
May 200692.0Functionally obsoleteSatisfactorySatisfactorySatisfactory17000
April 200492.0Functionally obsoleteSatisfactorySatisfactorySatisfactory17000
August 200291.0Functionally obsoleteSatisfactorySatisfactorySatisfactory17000
August 200093.0Functionally obsoleteSatisfactorySatisfactorySatisfactory1700
September 199892.0Functionally obsoleteFairSatisfactorySatisfactory1700
October 199663.0Structurally deficientPoorFairPoor1700
August 199463.0Structurally deficientPoorFairPoor1700
July 199279.0Structurally deficientPoorFairFair1700
July 199163.0Structurally deficientPoorFairPoor1700