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BRIDGE STREET over PASSAIC RIVER

Map 

Coordinates:
+40.74500, -74.16639
40°44'42" N, 74°09'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BRIDGE STREET over PASSAIC RIVER
Structure number:0700H03
Location:0.2 MI S OF I-280
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:122.1 ft. [37.2 m]
Total length:371.4 ft. [113.2 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Vertical clearance below bridge:6.9 ft. [2.1 m]
Owner:County Highway Agency [02]
Year built:1913
Year reconstructed:1981
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:Open Grating [3]

Latest Available Inspection: November 2012 

Status:Open, no restriction [A]
Average daily traffic:11,820 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:37.0 tons [33.6 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:48.6
Estimated cost of work:$46,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201248.6Structurally deficientGoodPoorSatisfactory11820
November 201048.6Structurally deficientGoodPoorSatisfactory11820
September 200848.6Structurally deficientGoodPoorSatisfactory11580
July 200651.5Structurally deficientGoodPoorSatisfactory7218
June 200449.7Structurally deficientGoodPoorSatisfactory16717
June 200249.7Structurally deficientGoodPoorSatisfactory16717
April 200249.3Structurally deficientGoodPoorSatisfactory16550
January 200049.4Structurally deficientGoodPoorSatisfactory16230
December 199749.6Structurally deficientGoodPoorSatisfactory15000
November 199549.6Structurally deficientGoodPoorSatisfactory15000
September 199351.0Structurally deficientGoodPoorGood13200
April 199154.0Structurally deficientGoodPoorGood13200