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RTE 907M over SPRINGFIELD BLVD

Map

Coordinates:
+40.73236, -73.74672
40°43'57" N, 73°44'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907M over SPRINGFIELD BLVD
Structure number:000000001075659
Location:1.1 MI SW GCP + CRS IS PK
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:89.9 ft. [27.4 m]
Roadway width between curbs:104.0 ft. [31.7 m]
Deck width edge-to-edge:129.9 ft. [39.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:105,249 [as of 2008]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:88.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,192,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactorySatisfactorySatisfactory10524988.1
May 2014FairSatisfactorySatisfactorySatisfactory10524988.8
May 2012FairFairSatisfactorySatisfactory10520087.8
June 2010FairFairSatisfactorySatisfactory10524987.8
June 2008FairFairSatisfactorySatisfactory10524987.8
June 2006FairFairSatisfactorySatisfactory14661285.7
April 2004FairSatisfactorySatisfactorySatisfactory13948888.1
May 2002FairFairSatisfactorySatisfactory13315587.4
March 2000FairFairSatisfactorySatisfactory13315588.4
May 1998FairFairFairSatisfactory15327375.1
May 1996FairFairFairFair14064068.7
April 1994FairFairFairFair11265073.3
May 1992FairFairFairFair15280969.5
August 1990FairFairFairFair15280969.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,6581,60241150
Steel Protective Coatingsq. ft.10,60210,57710015
Deck
Reinforced Concrete Decksq. ft.11,0509,9411,085240
Wearing Surfacessq. ft.11,0503,6476,8515520
Substructure
Reinforced Concrete Abutmentlinear ft.32811021800
Reinforced Concrete Pile Cap/Footinglinear ft.1641105400
Joints
Pourable Jointlinear ft.374236126120
Bearings
Movable Bearingeach1901270
Steel Protective Coatingsq. ft.1901306
Fixed Bearingeach1901180
Steel Protective Coatingsq. ft.1901216
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2559715350
Steel Protective Coatingsq. ft.619061900