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WSE-WEST SERV RD over CRK AT STA 181+73

Map

Coordinates:
+40.55819, -74.20614
40°33'29" N, 74°12'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WSE-WEST SERV RD over CRK AT STA 181+73
Structure number:000000001072140
Location:0.5 MI S OF FRESH KILLS
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:8.9 ft. [2.7 m]
Total length:187.0 ft. [57.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,742 [as of 2011]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,789,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2016Fair6 out of 10174297.9
May 2014Fair6 out of 1070098.0
May 2012Fair6 out of 1070096.2
June 2010Fair6 out of 1070096.2
August 2008Fair6 out of 1070096.2
April 2006Fair6 out of 1070096.2
May 2004Fair6 out of 1070098.0
May 2002Fair6 out of 1070098.0
February 2000Fair5 out of 1070084.9
June 1999Fair5 out of 1070084.9
March 1998Fair5 out of 1070084.9
May 1997Fair5 out of 1070084.9
January 1996Poor4 out of 1070070.7
August 1994Poor4 out of 1070067.7
May 1992Poor4 out of 1070065.7
July 1990Poor4 out of 1070067.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.137133400
Other Material Abutmentlinear ft.2740224500
Culvert
Reinforced Concrete Culvertlinear ft.2740260140
Concrete Protective Coatingsq. ft.2,46602,46600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4204200
Steel Protective Coatingsq. ft.4204200