Share:

E ANDERS ST (CR60) over HACKENSACK RIVER

Map

Coordinates:
+40.89194, -74.03611
40°53'31" N, 74°02'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E ANDERS ST (CR60) over HACKENSACK RIVER
Structure number:020023A
Location:.36 MI E OF CR 62
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:48.9 ft. [14.9 m]
Total length:304.1 ft. [92.7 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:8.9 ft. [2.7 m]
Owner:County Highway Agency [02]
Year built:1971
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:18,948 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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 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:None present but re-evaluation suggested [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:5.9 tons [5.4 metric tons]
Inventory rating:4.0 tons [3.6 metric tons]
Sufficiency rating:6.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$8,500,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 20166.0PoorPoorPoorFairSD18948
June 201423.0PoorPoorPoorPoorSD18806
June 20126.0PoorPoorPoorPoorSD25227
June 201055.1PoorPoorFairFairSD24730
May 200855.3PoorPoorFairFairSD24243
February 200656.5PoorPoorFairFairSD23768
February 200456.7PoorPoorSatisfactoryFairSD23300
December 200157.2PoorPoorSatisfactoryFairSD22178
December 199957.5PoorPoorSatisfactoryFairSD21525
October 199758.9PoorPoorSatisfactoryFairSD18360
November 199549.6PoorPoorSatisfactoryFairSD18000
November 199361.7PoorPoorSatisfactoryGoodSD17500
November 199161.7PoorPoorSatisfactoryGoodSD17500