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WEST BROOK ROAD over WANAQUE RESERVOIR

Map 

Coordinates:
+41.07194, -74.28833
41°04'19" N, 74°17'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST BROOK ROAD over WANAQUE RESERVOIR
Structure number:1600491
Location:1300 FT.W.OF RINGWOOD AVE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:73.2 ft. [22.3 m]
Total length:504.9 ft. [153.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:County Highway Agency [02]
Year built:1926
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2011 

Status:Posted for load [P]
Average daily traffic:6,255 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:80.9 tons [73.5 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$3,748,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201165.7Functionally obsoleteFairSatisfactorySatisfactory6255
August 200965.8Functionally obsoleteFairSatisfactorySatisfactory6130
July 200765.9Functionally obsoleteFairSatisfactorySatisfactory6010
July 200566.1Functionally obsoleteFairSatisfactorySatisfactory5890
June 200367.2Functionally obsoleteFairSatisfactorySatisfactory5775
July 200167.5Functionally obsoleteFairSatisfactorySatisfactory5550
July 199967.5Functionally obsoleteFairSatisfactorySatisfactory5550
April 199735.5Structurally deficientSeriousPoorPoor5150
April 199535.7Structurally deficientPoorPoorPoor5150
October 19927.2Structurally deficientPoorPoorPoor4950
June 19909.2Structurally deficientFairFairPoor4950