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CROPSEY AVE over RTE 907C, RTE 907C

Map

Coordinates:
+40.58414, -73.98691
40°35'03" N, 73°59'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CROPSEY AVE over RTE 907C, RTE 907C
Structure number:000000002231340
Location:JCT SHORE PKY+CROPSEY AVE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.0 ft. [19.2 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:77.1 ft. [23.5 m]
Deck width edge-to-edge:102.0 ft. [31.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:43°
Owner:City or Municipal Highway Agency [04]
Year built:1941
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:136,214 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:93.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$991,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairFairGoodGood13621493.0
July 2014FairFairGoodGood13618093.0
June 2012FairFairGoodGood13650093.0
June 2010FairFairSatisfactoryGood2801793.0
July 2008FairFairGoodGood2881793.0
March 2006FairFairGoodGood2801793.0
April 2004FairFairGoodGood2801793.0
April 2002FairFairSatisfactorySatisfactory2801792.0
October 2000FairFairSatisfactorySatisfactory2464991.3
December 1998FairSatisfactoryGoodGood2464985.6
November 1996PoorPoorFairFair2045066.0
November 1994PoorPoorFairFair2045049.3
October 1992FairSatisfactoryFairFair2045050.3
December 1991FairVery GoodFairFair2045049.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,5422,536060
Steel Protective Coatingsq. ft.11,64011,640000
Deck
Reinforced Concrete Decksq. ft.12,10610,90501,2010
Wearing Surfacessq. ft.9,6259,625000
Substructure
Steel Columneach77000
Reinforced Concrete Abutmentlinear ft.2782430350
Steel Pier Caplinear ft.139136030
Steel Protective Coatingsq. ft.1,3901,390000
Joints
Compression Jointlinear ft.28201411410
Other Jointlinear ft.127636400
Bearings
Elastomeric Bearingeach4040000
Steel Protective Coatingsq. ft.160160000
Fixed Bearingeach74030
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.254254000
Steel Protective Coatingsq. ft.840840000