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RTE 907M over RTE I295, RTE I295, 295I

Map

Coordinates:
+40.72597, -73.75672
40°43'34" N, 73°45'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907M over RTE I295, RTE I295, 295I
Structure number:000000001076322
Location:JCT GCP+I78
Purpose:Carries highway overpass (third level) over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:81.7 ft. [24.9 m]
Total length:288.1 ft. [87.8 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:39°
Owner:State Highway Agency [01]
Year built:1963
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:74.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,676,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairSatisfactory-74.0
July 2016FairFairFairSatisfactory-74.0
August 2014FairFairFairSatisfactory132780.0
August 2013FairFairFairSatisfactory132780.0
September 2012FairFairFairGood132780.0
October 2010FairFairFairGood132780.0
October 2008FairFairFairGood132780.0
November 2006PoorFairFairPoor132764.0
August 2005PoorFairFairPoor132765.0
September 2004FairFairFairFair132781.0
October 2003FairFairSatisfactoryFair132781.0
November 2002FairFairSatisfactoryFair132777.1
September 2001FairFairFairFair132777.1
July 2000FairFairFairFair132777.1
December 1998FairSatisfactoryGoodSatisfactory150089.1
November 1997PoorFairSatisfactorySerious150026.0
December 1996PoorPoorFairSerious150025.7
October 1995PoorPoorFairSerious150025.7
October 1994PoorPoorFairSerious150032.0
November 1992PoorPoorFairPoor150047.0
December 1990PoorPoorFairPoor150047.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8197922160
Steel Protective Coatingsq. ft.7,7207,33238800
Deck
Reinforced Concrete Decksq. ft.7,2617,038851380
Wearing Surfacessq. ft.5,8035,794090
Substructure
Steel Columneach20200
Steel Protective Coatingsq. ft.3,3602,85650400
Reinforced Concrete Columneach41210
Reinforced Concrete Abutmentlinear ft.6969000
Steel Pier Caplinear ft.4504500
Steel Protective Coatingsq. ft.1,28089638400
Reinforced Concrete Pier Caplinear ft.5605600
Joints
Pourable Jointlinear ft.22571161362
Bearings
Movable Bearingeach124080
Steel Protective Coatingsq. ft.123540
Fixed Bearingeach1201020
Steel Protective Coatingsq. ft.120930
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.546546000
Steel Protective Coatingsq. ft.2,7102,710000