26TH AVENUE over RTE I295, RTE I295


+40.77612, -73.78461
40°46'34" N, 73°47'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:26TH AVENUE over RTE I295, RTE I295
Structure number:000000001055420
Location:.9 MI S JCT I295 & C I PK
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:59.7 ft. [18.2 m]
Total length:125.0 ft. [38.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1961
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:2
Main spans material:Steel [3]
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,399 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:74.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,549,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory1339974.1
June 2016FairSatisfactorySatisfactorySatisfactory1372274.1
June 2015FairSatisfactorySatisfactorySatisfactory1363774.1
February 2014FairSatisfactorySatisfactorySatisfactory1363776.2
July 2013FairSatisfactorySatisfactorySatisfactory1340076.2
January 2012FairSatisfactorySatisfactorySatisfactory1340076.2
August 2011FairSatisfactorySatisfactorySatisfactory1340076.2
February 2010FairSatisfactorySatisfactorySatisfactory1300876.2
February 2008FairSatisfactorySatisfactorySatisfactory1351376.2
January 2006FairSatisfactorySatisfactorySatisfactory1300876.2
February 2004FairSatisfactorySatisfactorySatisfactory1300874.2
May 2002FairSatisfactorySatisfactorySatisfactory1300874.2
April 2000FairSatisfactorySatisfactorySatisfactory1597474.0
July 1998FairSatisfactoryGoodGood1597474.0
September 1996PoorPoorFairPoor1451243.4
July 1994PoorPoorFairPoor720047.7
July 1992PoorPoorFairPoor720047.7
October 1991PoorPoorFairSerious720029.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.840835410
Steel Protective Coatingsq. ft.6,1126,112000
Reinforced Concrete Decksq. ft.9,1447,0282,104120
Wearing Surfacessq. ft.6,6004,0142,58600
Reinforced Concrete Columneach50320
Reinforced Concrete Abutmentlinear ft.144072720
Reinforced Concrete Pier Caplinear ft.8108730
Compression Jointlinear ft.243024300
Movable Bearingeach1801350
Steel Protective Coatingsq. ft.3692304
Fixed Bearingeach1800180
Steel Protective Coatingsq. ft.3618990
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000
Steel Protective Coatingsq. ft.1,3481,348000