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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: July 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,508 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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: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]
Sufficiency rating:53.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$9,739,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201553.7FairFairSatisfactoryFairFO6508
August 201352.9FairFairSatisfactoryFairFO6380
August 201165.7FairFairSatisfactorySatisfactoryFO6255
August 200965.8FairFairSatisfactorySatisfactoryFO6130
July 200765.9FairFairSatisfactorySatisfactoryFO6010
July 200566.1FairFairSatisfactorySatisfactoryFO5890
June 200367.2FairFairSatisfactorySatisfactoryFO5775
July 200167.5FairFairSatisfactorySatisfactoryFO5550
July 199967.5FairFairSatisfactorySatisfactoryFO5550
April 199735.5PoorSeriousPoorPoorSD5150
April 199535.7PoorPoorPoorPoorSD5150
October 19927.2PoorPoorPoorPoorSD4950
June 19909.2PoorFairFairPoorSD4950