35TH STREET over RTE I278, RTE I278, RTE


+40.76971, -73.91467
40°46'11" N, 73°54'53" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:35TH STREET over RTE I278, RTE I278, RTE
Structure number:000000002230630
Location:.6 MI W I278+GCP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:50.9 ft. [15.5 m]
Total length:167.0 ft. [50.9 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:13.1 ft. [4.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1935
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:4
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:3,149 [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: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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:76.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,177,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairSatisfactorySatisfactory314976.8
March 2014FairFairSatisfactoryGood336477.0
March 2012FairFairSatisfactoryGood335077.0
April 2010FairFairSatisfactoryGood336477.0
April 2008FairFairSatisfactoryGood336477.0
June 2006FairFairSatisfactoryGood336477.0
July 2004FairFairSatisfactoryGood336477.0
August 2002FairFairGoodGood371977.0
June 2000FairFairSatisfactorySatisfactory371968.0
September 1998FairFairSatisfactorySatisfactory371966.0
October 1996PoorPoorFairPoor309436.9
August 1994PoorPoorFairPoor309436.9
May 1993PoorPoorPoorSerious309417.4
November 1992PoorPoorPoorSerious309417.4
November 1991PoorPoorPoorSerious309425.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,8422,8161,012140
Steel Protective Coatingsq. ft.3,7053,51519000
Reinforced Concrete Decksq. ft.7,9217,079804380
Wearing Surfacessq. ft.4,97604,97600
Steel Columneach126600
Steel Protective Coatingsq. ft.1,3481,3044400
Reinforced Concrete Abutmentlinear ft.102072300
Steel Pier Caplinear ft.159159000
Steel Protective Coatingsq. ft.3,4803,4225800
Compression Jointlinear ft.162016200
Movable Bearingeach2201660
Steel Protective Coatingsq. ft.2281220
Fixed Bearingeach2222000
Steel Protective Coatingsq. ft.2222000
Other Bearingeach2214800
Steel Protective Coatingsq. ft.2218400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.310310000
Steel Protective Coatingsq. ft.1,7071,707000