RTE 440 over RTE 909C, RTE 909C


+40.52637, -74.22331
40°31'35" N, 74°13'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 440 over RTE 909C, RTE 909C
Structure number:000000001075092
Location:JCT 440+W SHORE EXPY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:111.9 ft. [34.1 m]
Total length:204.1 ft. [62.2 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:15°
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:37,694 [as of 2002]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:94.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,911,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodVery GoodExcellentGood3769494.2
March 2014GoodVery GoodExcellentGood3769494.2
April 2012GoodVery GoodVery GoodGood3769492.1
May 2010GoodVery GoodVery GoodGood3680392.1
June 2008GoodVery GoodVery GoodGood3641892.2
September 2006GoodVery GoodVery GoodGood3512592.2
October 2004GoodVery GoodVery GoodGood3769492.1
May 2002GoodVery GoodGoodGood3949592.0
January 2000GoodGoodGoodGood4114191.9
March 1998FairSatisfactoryGoodSatisfactory4148391.9
July 1996FairFairSatisfactoryFair3640077.7
July 1994FairFairSatisfactoryFair4348177.9
May 1992FairFairSatisfactoryFair3609978.6
June 1990FairFairSatisfactoryFair3500078.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,5401,540000
Steel Protective Coatingsq. ft.19,698019,69800
Reinforced Concrete Decksq. ft.12,13612,136000
Wearing Surfacessq. ft.11,52411,524000
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.124527200
Reinforced Concrete Pier Caplinear ft.5252000
Compression Jointlinear ft.1771180590
Movable Bearingeach1501500
Steel Protective Coatingsq. ft.3703700
Fixed Bearingeach1501410
Steel Protective Coatingsq. ft.3703700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.414414000
Steel Protective Coatingsq. ft.1,19501,19500