TYRELLAN AVE over RTE 440, RTE 440


+40.52556, -74.23038
40°31'32" N, 74°13'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TYRELLAN AVE over RTE 440, RTE 440
Structure number:000000001075080
Location:JCT 440+W SHORE EXPY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:129.9 ft. [39.6 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1972
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:91.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,132,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairGoodGoodSatisfactory-91.0
July 2014FairGoodGoodSatisfactory663475.6
June 2012FairGoodGoodSatisfactory663475.6
August 2010FairGoodGoodSatisfactory663475.6
July 2009FairGoodGoodSatisfactory663475.6
August 2008FairGoodGoodSatisfactory663475.6
June 2006FairGoodGoodSatisfactory663475.6
June 2004FairGoodGoodSatisfactory663476.6
May 2002FairSatisfactorySatisfactorySatisfactory663476.6
March 2000FairSatisfactorySatisfactorySatisfactory663476.6
April 1998FairSatisfactorySatisfactorySatisfactory635276.6
June 1996PoorFairFairPoor140056.2
June 1994PoorFairFairPoor140058.3
May 1992PoorPoorFairFair140072.3
February 1990PoorPoorPoorPoor140056.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,9521,944800
Steel Protective Coatingsq. ft.31,87731,877000
Reinforced Concrete Decksq. ft.17,84917,849000
Wearing Surfacessq. ft.12,38912,3691550
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.152150020
Reinforced Concrete Pier Caplinear ft.7665650
Compression Jointlinear ft.228002280
Elastomeric Bearingeach163940
Steel Protective Coatingsq. ft.6406400
Fixed Bearingeach1612400
Steel Protective Coatingsq. ft.64323200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.487487000
Steel Protective Coatingsq. ft.1,46101,46100