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WSE WEST SERV RD over OLD PLACE CREEK

Map

Coordinates:
+40.62176, -74.17735
40°37'18" N, 74°10'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WSE WEST SERV RD over OLD PLACE CREEK
Structure number:000000001072100
Location:JCT OF RTS I-278 & I-440
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.8 ft. [3.9 m]
Total length:96.1 ft. [29.3 m]
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,075 [as of 2013]
Truck traffic:8% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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 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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,302,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2016Good7 out of 10407597.8
July 2014Good7 out of 10481597.8
July 2012Good7 out of 10640097.7
July 2010Good7 out of 10236897.9
August 2008Good7 out of 10236897.9
May 2006Good7 out of 10118397.9
June 2004Good7 out of 10118397.9
May 2002Fair6 out of 10118399.9
August 2000Fair6 out of 10118399.9
September 1998Fair5 out of 10118387.9
July 1996Fair5 out of 1060088.9
August 1994Fair5 out of 1060086.9
May 1992Fair5 out of 1060086.9
July 1990Fair5 out of 1060087.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.9609600
Other Material Abutmentlinear ft.192019200
Culvert
Reinforced Concrete Culvertlinear ft.192019200
Concrete Protective Coatingsq. ft.1,19201,19200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5404860
Steel Protective Coatingsq. ft.5405400