94 AVE & ATLANTIC over RTE I678, RTE I678


+40.69718, -73.81376
40°41'50" N, 73°48'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:94 AVE & ATLANTIC over RTE I678, RTE I678
Structure number:000000001055699
Location:.9 MI SE RTE 678+RTE 25
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:57.7 ft. [17.6 m]
Total length:119.1 ft. [36.3 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:105.0 ft. [32.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1948
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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,635 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:73.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,593,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactoryGoodGood1063573.0
February 2014FairSatisfactoryGoodGood2514169.4
March 2012FairFairGoodGood2514168.4
March 2010FairFairGoodGood2514187.8
March 2008FairSatisfactoryGoodGood2514188.8
February 2006FairSatisfactoryGoodGood2514188.8
March 2004FairFairGoodGood2514187.8
April 2002PoorPoorGoodGood2514185.8
February 2000PoorPoorSatisfactorySatisfactory2514185.8
March 1998PoorPoorSatisfactoryFair2514174.6
March 1996PoorPoorFairPoor1497061.7
January 1994PoorPoorFairPoor2610060.7
January 1992PoorPoorFairPoor2610060.7
February 1990PoorPoorSatisfactoryFair2610077.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,62475087400
Steel Protective Coatingsq. ft.14,746014,74600
Reinforced Concrete Decksq. ft.12,1804,9677,0801330
Wearing Surfacessq. ft.8,0043,7812,4761,7470
Reinforced Concrete Pier Walllinear ft.1146028260
Concrete Protective Coatingsq. ft.2,05202,05200
Reinforced Concrete Abutmentlinear ft.22886117250
Concrete Protective Coatingsq. ft.4,05204,05200
Compression Jointlinear ft.2280170580
Elastomeric Bearingeach2828000
Steel Protective Coatingsq. ft.2802800
Fixed Bearingeach1414000
Steel Protective Coatingsq. ft.1401400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2321805200
Steel Protective Coatingsq. ft.464046400