133RD AVENUE over RTE I678, RTE I678, RTE


+40.66909, -73.80147
40°40'09" N, 73°48'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:133RD AVENUE over RTE I678, RTE I678, RTE
Structure number:000000001055620
Location:2.9 MI SE JCT I678 & SH25
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:54.8 ft. [16.7 m]
Total length:215.9 ft. [65.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1988
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: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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,924 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:77.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,188,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodVery GoodVery GoodGood892477.4
July 2015GoodVery GoodVery GoodGood484377.7
July 2013GoodVery GoodVery GoodGood484377.7
July 2011GoodVery GoodVery GoodGood356377.8
May 2009GoodVery GoodVery GoodGood705577.6
May 2007GoodVery GoodVery GoodGood693077.6
April 2005GoodVery GoodVery GoodGood356377.8
May 2003FairGoodGoodSatisfactory356377.8
June 2001FairGoodGoodSatisfactory356377.8
April 1999FairGoodGoodSatisfactory356377.8
June 1997FairGoodGoodSatisfactory356377.8
August 1995FairSatisfactorySatisfactoryFair192079.1
August 1993FairFairSatisfactorySatisfactory192082.8
November 1991FairFairSatisfactorySatisfactory192082.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,7281,53419400
Steel Protective Coatingsq. ft.12,3568,4643,2746180
Reinforced Concrete Decksq. ft.11,15810,68147700
Wearing Surfacessq. ft.6,4766,34712900
Reinforced Concrete Pier Walllinear ft.1561411500
Reinforced Concrete Abutmentlinear ft.106852100
Compression Jointlinear ft.106010600
Elastomeric Bearingeach4073210
Steel Protective Coatingsq. ft.40291100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4324102200