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RTE I278 over 31 AVE

Map 

Coordinates:
+40.75769, -73.90044
40°45'28" N, 73°54'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over 31 AVE
Structure number:000000002230760
Location:.3 MI N I278+25A
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:85.0 ft. [25.9 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span 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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:31,186 [as of 2010]
Truck traffic:5% 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:95.8 tons [87.1 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:98.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,569,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201698.5GoodExcellentExcellentVery Good-31186
July 2014100.0GoodExcellentExcellentVery Good-31186
August 2012100.0GoodExcellentExcellentVery Good-31200
October 201098.0GoodExcellentExcellentVery Good-175800
October 200898.0GoodExcellentExcellentVery Good-175800
October 200698.0GoodExcellentExcellentVery Good-175800
October 200478.0GoodExcellentExcellentExcellentFO121312
September 200273.3PoorPoorSatisfactorySatisfactorySD121077
July 200160.3PoorSeriousSatisfactoryFairSD121077
April 200062.3PoorSeriousSatisfactoryFairSD130096
June 199973.3PoorSeriousSatisfactorySatisfactorySD112916
September 199862.3PoorSeriousSatisfactoryFairSD111791
November 199763.0PoorSeriousSatisfactoryFairSD120588
October 199648.7PoorSeriousFairPoorSD120588
August 199562.7PoorSeriousFairFairSD120588
September 199462.7PoorSeriousFairFairSD97633
September 199348.7PoorSeriousFairPoorSD136670
August 199248.7PoorSeriousFairPoorSD175800
June 199048.7PoorSeriousFairPoorSD175800