Share:

EAST139TH STREET over RTE 907P, RTE 907P, MADI

Map

Coordinates:
+40.81491, -73.93453
40°48'54" N, 73°56'04" W

Facts

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:267.1 ft. [81.4 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:13.1 ft. [4.0 m]
Skew angle:
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: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:2% 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]
Sufficiency rating:91.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,570,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairSatisfactorySatisfactory-91.0
May 2016FairFairSatisfactorySatisfactory-91.0
May 2015FairFairSatisfactorySatisfactory-91.0
March 2014FairFairSatisfactorySatisfactory1700091.0
May 2013FairFairSatisfactorySatisfactory1700091.0
March 2012FairFairSatisfactorySatisfactory1700091.0
March 2010FairSatisfactorySatisfactorySatisfactory1700092.0
March 2008FairSatisfactorySatisfactorySatisfactory1700092.0
May 2006FairSatisfactorySatisfactorySatisfactory1700092.0
April 2004FairSatisfactorySatisfactorySatisfactory1700092.0
August 2002FairSatisfactorySatisfactorySatisfactory1700091.0
August 2000FairSatisfactorySatisfactorySatisfactory170093.0
September 1998FairFairSatisfactorySatisfactory170092.0
October 1996PoorPoorFairPoor170063.0
August 1994PoorPoorFairPoor170063.0
July 1992PoorPoorFairFair170079.0
July 1991PoorPoorFairPoor170063.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3691,3320370
Steel Protective Coatingsq. ft.11,3879,4871,850050
Deck
Reinforced Concrete Decksq. ft.9,6346,7514112,4720
Wearing Surfacessq. ft.6,9564,2512,70500
Substructure
Steel Columneach33000
Steel Protective Coatingsq. ft.7206600600
Reinforced Concrete Columneach11000
Reinforced Concrete Pier Walllinear ft.53212750
Reinforced Concrete Abutmentlinear ft.2702700
Steel Pier Caplinear ft.6880600
Steel Protective Coatingsq. ft.95264703050
Reinforced Concrete Pier Caplinear ft.1087125120
Joints
Pourable Jointlinear ft.9700952
Bearings
Elastomeric Bearingeach1313000
Steel Protective Coatingsq. ft.1313000
Movable Bearingeach179350
Steel Protective Coatingsq. ft.34162106
Fixed Bearingeach2019010
Steel Protective Coatingsq. ft.4032080
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.419419000
Steel Protective Coatingsq. ft.1,7021,702000
Reinforced Concrete Bridge Raillinear ft.258258000