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RTE 907C over HENDRIX CREEK, SVE RD TO

Map

Coordinates:
+40.64650, -73.87387
40°38'47" N, 73°52'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907C over HENDRIX CREEK, SVE RD TO
Structure number:000000002231529
Location:907CX HENDRIX AVE
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:54.8 ft. [16.7 m]
Total length:304.1 ft. [92.7 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:87.6 ft. [26.7 m]
Vertical clearance below bridge:45.9 ft. [14.0 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1941
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:7
Main spans material:Steel [3]
Main spans 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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:152,799 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:67.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,497,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairGoodSatisfactoryFair15279967.0
August 2014FairGoodSatisfactoryFair13933866.0
August 2012FairSatisfactorySatisfactoryFair13960066.0
August 2010FairSatisfactorySatisfactoryFair14705466.0
November 2008FairSatisfactorySatisfactoryFair14705466.0
August 2006FairSatisfactorySatisfactoryFair14423170.0
August 2004FairSatisfactorySatisfactoryFair11794870.0
June 2002FairSatisfactorySatisfactoryFair13012470.0
September 2000FairSatisfactorySatisfactoryFair13104269.3
October 1998FairSatisfactorySatisfactoryFair12332569.3
August 1996PoorPoorFairPoor13296151.2
November 1994PoorPoorFairPoor11793640.5
July 1992PoorFairFairPoor10685142.5
August 1990PoorSatisfactorySatisfactoryPoor10685150.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,91303,817960
Steel Protective Coatingsq. ft.32,281032,28100
Deck
Reinforced Concrete Decksq. ft.26,816026,0757410
Wearing Surfacessq. ft.22,274022,27400
Substructure
Reinforced Concrete Columneach6605790
Reinforced Concrete Abutmentlinear ft.1930159340
Reinforced Concrete Pier Caplinear ft.5760562140
Joints
Compression Jointlinear ft.76901925770
Bearings
Movable Bearingeach52013390
Steel Protective Coatingsq. ft.156015600
Fixed Bearingeach1300118120
Steel Protective Coatingsq. ft.390039000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.918091800