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CLAY STREET over PASSAIC RIVER

Map

Coordinates:
+40.75083, -74.16556
40°45'03" N, 74°09'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLAY STREET over PASSAIC RIVER
Structure number:0700H01
Location:0.25 MI N OF I-280
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:118.1 ft. [36.0 m]
Total length:328.1 ft. [100.0 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Vertical clearance below bridge:6.9 ft. [2.1 m]
Owner:County Highway Agency [02]
Year built:1908
Year reconstructed:1976
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Movable - Swing [17]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:21,096 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:33.9 tons [30.8 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:32.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$111,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201632.0PoorSatisfactorySeriousFairSD21096
October 201431.2PoorSatisfactorySeriousFairSD23460
November 201231.5PoorSatisfactorySeriousFairSD22690
November 201031.5PoorSatisfactorySeriousFairSD22690
September 200831.6PoorSatisfactorySeriousFairSD22240
June 200631.9PoorSatisfactorySeriousFairSD21400
June 200432.0PoorSatisfactorySeriousFairSD21012
June 200232.0PoorSatisfactorySeriousFairSD21012
January 200032.2PoorSatisfactorySeriousFairSD20400
December 199732.7PoorGoodSeriousFairSD18900
November 199532.7PoorGoodSeriousFairSD18900
September 199335.7PoorGoodSeriousPoorSD17000
April 199135.7PoorGoodSeriousPoorSD17000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.7907711900
Steel Girder/Beamlinear ft.17010256120
Steel Protective Coatingsq. ft.3,56776702,8000
Steel Stringerlinear ft.5,5445,394100500
Steel Protective Coatingsq. ft.23,72918,9844,74500
Deck
Reinforced Concrete Decksq. ft.12,95612,9461000
Superstructure
Steel Trusslinear ft.47203001720
Steel Protective Coatingsq. ft.36,85422,10414,75000
Steel Floor Beamlinear ft.1,0801,01712510
Steel Protective Coatingsq. ft.13,1745,27407,9000
Substructure
Masonry Pier Walllinear ft.1731230500
Reinforced Concrete Abutmentlinear ft.1851444100
Reinforced Concrete Pier Caplinear ft.6156500
Joints
Compression Jointlinear ft.1206315420
Open Jointlinear ft.1801700100
Bearings
Elastomeric Bearingeach4040000
Movable Bearingeach40400
Fixed Bearingeach40400
Other Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1161,02086100