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37TH ST over RTE I278, RTE I278

Map

Coordinates:
+40.76938, -73.91272
40°46'10" N, 73°54'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:37TH ST over RTE I278, RTE I278
Structure number:000000002230620
Location:.5 MI W JCT I278 & G C PK
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:47.9 ft. [14.6 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1937
Year reconstructed:1980
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,391 [as of 2016]
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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:75.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,984,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairSatisfactorySatisfactory539175.0
March 2014FairFairSatisfactoryFair475066.0
March 2012FairFairSatisfactoryFair475066.0
March 2010FairFairSatisfactoryFair475066.0
March 2008FairFairSatisfactoryFair475066.0
April 2006FairFairSatisfactoryFair475066.0
April 2004FairFairSatisfactoryFair475066.0
May 2002FairFairSatisfactoryFair585460.1
March 2000FairFairSatisfactoryFair585454.0
May 1998FairFairSatisfactoryFair585454.0
May 1996PoorPoorFairPoor600036.9
May 1994PoorPoorFairPoor600036.9
May 1992PoorPoorFairPoor600036.9
June 1990PoorPoorFairPoor600044.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,0561,055010
Steel Protective Coatingsq. ft.10,29010,290000
Deck
Reinforced Concrete Decksq. ft.5,1103,9631,0221250
Wearing Surfacessq. ft.3,00003,00000
Substructure
Steel Columneach43100
Steel Protective Coatingsq. ft.300300000
Reinforced Concrete Abutmentlinear ft.136993070
Steel Pier Caplinear ft.5454000
Steel Protective Coatingsq. ft.783783000
Joints
Compression Jointlinear ft.108087210
Bearings
Movable Bearingeach2222000
Steel Protective Coatingsq. ft.5148300
Fixed Bearingeach1100110
Steel Protective Coatingsq. ft.118300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.200200000
Steel Protective Coatingsq. ft.900900000