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RTE 907K over KIMBALL AVENUE

Map

Coordinates:
+40.92967, -73.84828
40°55'47" N, 73°50'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907K over KIMBALL AVENUE
Structure number:000000005501192
Location:0.4MI E.JCT.RTES CCP&87I
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:92.9 ft. [28.3 m]
Total length:95.1 ft. [29.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1985
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:41,570 [as of 2008]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
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:79.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$12,030,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairGood4157079.6
May 2016FairFairFairGood3656279.9
April 2014FairSatisfactoryFairGood3656279.1
April 2012FairSatisfactoryFairGood3655079.1
April 2010FairSatisfactorySatisfactoryVery Good3656290.4
May 2008FairSatisfactorySatisfactoryVery Good3656290.4
May 2006FairSatisfactorySatisfactoryVery Good10157487.1
May 2004FairGoodSatisfactoryVery Good10157487.1
April 2002GoodGoodVery GoodVery Good10157486.8
May 2000GoodGoodVery GoodVery Good10157486.8
March 1998FairGoodFairGood10157475.0
May 1996PoorSatisfactoryPoorSatisfactory10157449.8
March 1994FairSatisfactoryFairSatisfactory10157473.7
March 1992FairSatisfactoryFairSatisfactory10157473.7
February 1990FairSatisfactoryFairSatisfactory10157473.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8686000
Steel Protective Coatingsq. ft.1,0059900150
Deck
Reinforced Concrete Decksq. ft.950095000
Wearing Surfacessq. ft.5,84305,84300
Superstructure
Reinforced Concrete Archlinear ft.8000800
Substructure
Reinforced Concrete Abutmentlinear ft.2020000
Joints
Compression Jointlinear ft.6300063
Bearings
Movable Bearingeach10100
Steel Protective Coatingsq. ft.20020
Fixed Bearingeach11000
Steel Protective Coatingsq. ft.20200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.94761800