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WELLSVILLE AVENUE over EAST ASPETUCK RIVER

Map

Coordinates:
+41.59775, -73.41522
41°35'52" N, 73°24'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WELLSVILLE AVENUE over EAST ASPETUCK RIVER
Structure number:04258
Location:0.3 MI S OF PAPER MILL RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:50.5 ft. [15.4 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:50°
Owner:Town or Township Highway Agency [03]
Year built:1937
Year reconstructed:2017
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:4,180 [as of 2018]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:64.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,136,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairVery GoodVery GoodSatisfactory418064.0
November 2016PoorSeriousSeriousSatisfactory40984.0
November 2014PoorSeriousSeriousSatisfactory39004.0
November 2012PoorSeriousSeriousSatisfactory39004.0
November 2010PoorSeriousSeriousSatisfactory33714.0
October 2008PoorSeriousSeriousSatisfactory33054.0
October 2006PoorSeriousSeriousSatisfactory32404.0
November 2004PoorSeriousSeriousSatisfactory30004.1
November 2002PoorSeriousPoorSatisfactory300046.1
September 2000PoorSeriousPoorSatisfactory300046.1
December 1998PoorSeriousPoorSatisfactory300046.1
October 1996PoorSeriousFairSatisfactory300059.7
October 1994PoorSeriousFairSatisfactory300059.7
June 1993PoorSeriousFairSatisfactory300055.6
April 1991PoorSeriousFairSatisfactory300058.0