RTE I278 over RTE I278, 32 nd Ave


+40.75713, -73.90009
40°45'26" N, 73°54'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE I278 over RTE I278, 32 nd Ave
Structure number:000000002230720
Location:.2 MI N I278 & SH 25A
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:160.1 ft. [48.8 m]
Total length:443.9 ft. [135.3 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:2003
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:3
Main spans material:Steel continuous [4]
Main spans design:Box beam or girders - Multiple [05]
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: June 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:51,030 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$158,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201594.0GoodExcellentExcellentVery GoodFO51030
June 201394.0GoodExcellentExcellentVery GoodFO51030
July 201194.0GoodExcellentExcellentVery Good-51000
May 200994.0GoodExcellentExcellentVery Good-51796
May 200794.0GoodExcellentExcellentExcellent-51811
April 200594.0GoodExcellentExcellentExcellent-119363
June 200394.0GoodExcellentExcellentExcellent-119363
March 200361.0FairFairFairFairFO119132
March 200063.0FairFairFairFairFO121585
May 199863.0FairFairFairFairFO106563
May 199647.0PoorPoorPoorPoorSD102445
March 199447.0PoorPoorPoorPoorSD124323
April 199247.0PoorPoorPoorPoorSD116580
October 199049.0PoorFairPoorPoorSD116580