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WEST SHORE ROAD over MILL NECK CREEK

Map

Coordinates:
+40.90345, -73.54864
40°54'12" N, 73°32'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST SHORE ROAD over MILL NECK CREEK
Structure number:000000003300010
Location:AT BAYVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:104.0 ft. [31.7 m]
Total length:541.0 ft. [164.9 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:3277.7 ft. [999.0 m]
Owner:County Highway Agency [02]
Year built:1938
Year reconstructed:1993
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: 2051

Good/Fair/Poor Condition:Fair
Average daily traffic:9,069 [as of 2016]
Truck traffic:10% of total traffic
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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]
Sufficiency rating:581.0
Estimated cost of work:$703,502,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2051Fair7 out of 109069581.0
June 2018FairN out of 10912858.1
May 2017FairN out of 10906958.1
July 2016FairN out of 10907458.1
June 2015FairN out of 10955851.1
June 2014FairN out of 10895063.8
July 2013FairN out of 10895063.8
June 2012FairN out of 10895063.8
August 2010FairN out of 10895063.8
August 2008FairN out of 10895063.8
June 2006FairN out of 10895043.8
June 2004FairN out of 10895043.8
April 2002FairN out of 10895043.8
March 2000FairN out of 10895043.8
August 1998FairN out of 10895043.8
August 1996PoorN out of 10895011.2
August 1994PoorN out of 10895027.7
October 1992PoorN out of 1089504.8
November 1991PoorN out of 1089506.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,40002,40000
Steel Protective Coatingsq. ft.32,216031,346726144
Steel Stringerlinear ft.515051500
Steel Protective Coatingsq. ft.2,42302,42300
Deck
Reinforced Concrete Decksq. ft.17,555013,1654,3900
Wearing Surfacessq. ft.76238138100
Superstructure
Steel Floor Beamlinear ft.325032500
Steel Protective Coatingsq. ft.2,05802,05800
Steel Pin or Pin & Hangar Assemblyeach40400
Steel Protective Coatingsq. ft.4004000
Substructure
Steel Columneach80080
Steel Protective Coatingsq. ft.640064000
Reinforced Concrete Pier Walllinear ft.4130402110
Reinforced Concrete Abutmentlinear ft.146014600
Steel Pier Caplinear ft.5005000
Steel Protective Coatingsq. ft.500050000
Reinforced Concrete Pier Caplinear ft.321032100
Deck
Open Grid Decksq. ft.2,5102,510000
Steel Protective Coatingsq. ft.2,51002,51000
Concrete Filled Grid Decksq. ft.930093000
Steel Protective Coatingsq. ft.905090500
Joints
Strip Seal Jointlinear ft.280002800
Open Jointlinear ft.132013200
Bearings
Movable Bearingeach45030150
Steel Protective Coatingsq. ft.6506050
Fixed Bearingeach2502500
Steel Protective Coatingsq. ft.50030200
Other Bearingeach40400
Steel Protective Coatingsq. ft.4804800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,07101,07010
Steel Protective Coatingsq. ft.6,29706,29700