133RD AVENUE over RTE I678, RTE I678, RTE


+40.66912, -73.80109
40°40'09" N, 73°48'04" 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:14.4 ft. [4.4 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: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,843 [as of 2011]
Truck traffic:5% 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]
Operating rating:104.8 tons [95.3 metric tons]
Inventory rating:62.9 tons [57.2 metric tons]
Sufficiency rating:77.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,282,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201577.7GoodVery GoodVery GoodGoodFO4843
July 201377.7GoodVery GoodVery GoodGoodFO4843
July 201177.8GoodVery GoodVery GoodGoodFO3563
May 200977.6GoodVery GoodVery GoodGoodFO7055
May 200777.6GoodVery GoodVery GoodGoodFO6930
April 200577.8GoodVery GoodVery GoodGoodFO3563
May 200377.8FairGoodGoodSatisfactoryFO3563
June 200177.8FairGoodGoodSatisfactoryFO3563
April 199977.8FairGoodGoodSatisfactoryFO3563
June 199777.8FairGoodGoodSatisfactoryFO3563
August 199579.1FairSatisfactorySatisfactoryFair-1920
August 199382.8FairFairSatisfactorySatisfactory-1920
November 199182.8FairFairSatisfactorySatisfactory-1920