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SALEM ST(CR 56III) over HACKENSACK RIVER

Map

Coordinates:
+40.88000, -74.33556
40°52'48" N, 74°20'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SALEM ST(CR 56III) over HACKENSACK RIVER
Structure number:020004B
Location:0.24 Mi. E. of CR 503
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:70.9 ft. [21.6 m]
Total length:321.9 ft. [98.1 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:11.2 ft. [3.4 m]
Owner:County Highway Agency [02]
Year reconstructed:1985
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 continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,836 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:47.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,200,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201647.8FairFairFairFairFO10836
June 201447.4FairFairFairFairFO12801
June 201245.8FairFairFairFairFO12550
June 201045.8FairFairFairFairFO12300
April 200848.5FairFairSatisfactorySatisfactoryFO11987
January 200648.6FairFairSatisfactorySatisfactoryFO11644
March 200448.7FairFairSatisfactorySatisfactoryFO11080
December 200151.6FairSatisfactorySatisfactorySatisfactoryFO10864
December 199951.6FairSatisfactorySatisfactorySatisfactoryFO10650
October 199752.7GoodGoodGoodGoodFO10445
July 199530.1GoodGoodGoodGoodSD10240
July 199330.1GoodGoodGoodGood-10240
March 199130.9GoodGoodGoodGood-8000