94TH STREET over RTE 907M, RTE 907M


+40.77166, -73.87605
40°46'18" N, 73°52'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:94TH STREET over RTE 907M, RTE 907M
Structure number:000000001055869
Location:1.6 MI E I278+GCP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:116.1 ft. [35.4 m]
Total length:199.2 ft. [60.7 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:86.6 ft. [26.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2014
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 [3]
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: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:31,832 [as of 2016]
Truck traffic:8% 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: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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:92.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,672,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016GoodExcellentExcellentVery Good3183292.4
February 2014GoodExcellentExcellentVery Good3263892.4
March 2012GoodExcellentExcellentVery Good3263892.4
March 2010FairFairGoodGood3162091.4
March 2008FairFairGoodGood3162091.4
February 2006GoodGoodGoodGood3263892.4
February 2004GoodGoodGoodGood3263893.4
March 2002GoodGoodGoodGood3263894.4
January 2000FairSatisfactorySatisfactoryGood3355393.7
January 1998FairSatisfactorySatisfactoryFair3355382.4
January 1996FairFairFairFair2779480.8
January 1994PoorFairFairPoor1100066.7
January 1992PoorFairFairPoor1100066.7
February 1990PoorSatisfactoryFairPoor1100067.7