RTE I95 over RTE 907F


+40.85650, -73.82653
40°51'23" N, 73°49'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I95 over RTE 907F
Structure number:000000005066649
Location:1.4 MI NW I295 + I95
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on Interstate toll segment under Secretarial Agreement [4]
Length of largest span:79.1 ft. [24.1 m]
Total length:209.0 ft. [63.7 m]
Roadway width between curbs:124.7 ft. [38.0 m]
Deck width edge-to-edge:128.0 ft. [39.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Toll Authority [31]
Year built:1958
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:132,748 [as of 2005]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Sufficiency rating:49.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,551,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016PoorFairPoorSerious13274849.0
June 2014FairSatisfactoryGoodFair13274883.0
July 2012FairSatisfactoryGoodFair13270083.0
July 2010FairSatisfactoryGoodFair14314782.9
July 2008FairSatisfactoryGoodFair13239982.9
June 2006FairGoodGoodFair13243882.9
June 2004FairGoodGoodSatisfactory14314793.9
July 2002FairGoodGoodSatisfactory14314788.8
August 2000FairGoodGoodSatisfactory14314788.8
May 1998FairGoodGoodSatisfactory13270989.0
May 1996PoorSatisfactoryFairPoor14464567.0
April 1994PoorSatisfactoryFairPoor13984365.6
November 1992FairVery GoodSatisfactoryFair15745974.6
October 1990FairVery GoodSatisfactoryFair15745974.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,2822,967235800
Steel Protective Coatingsq. ft.29,9738,37218,0903,47140
Reinforced Concrete Decksq. ft.26,69926,699000
Wearing Surfacessq. ft.25,37612,89111,8076780
Reinforced Concrete Columneach2460180
Reinforced Concrete Pier Caplinear ft.500050000
Compression Jointlinear ft.51200256256
Movable Bearingeach64124048
Steel Protective Coatingsq. ft.11,02004011,016
Fixed Bearingeach64323200
Steel Protective Coatingsq. ft.10,95510,82796320
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6266161000