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CHELSEA ROAD over SAWMILL CREEK

Map

Coordinates:
+40.60813, -74.18861
40°36'29" N, 74°11'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHELSEA ROAD over SAWMILL CREEK
Structure number:000000002249880
Location:1/4 MI N OF 440-EXIT 8
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:49.9 ft. [15.2 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,787 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:93.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,680,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodVery GoodExcellentExcellent178793.9
May 2015GoodVery GoodExcellentExcellent179193.9
May 2013GoodVery GoodExcellentExcellent125894.0
May 2011GoodVery GoodExcellentExcellent125894.0
May 2009GoodExcellentExcellentExcellent88095.1
May 2007GoodExcellentExcellentExcellent85895.1
April 2005GoodExcellentExcellentExcellent125894.0
May 2003GoodExcellentExcellentExcellent125894.0
May 2001GoodExcellentExcellentExcellent40098.9
June 1999GoodExcellentExcellentExcellent40098.9
May 1998PoorPoorPoorSerious64026.8
December 1997GoodVery GoodVery GoodVery Good40098.9
March 1997PoorPoorPoorSerious64026.3
June 1995PoorPoorPoorSerious64025.9
September 1994PoorPoorPoorSerious64025.9
July 1993PoorPoorPoorSerious64025.9
July 1992PoorPoorPoorPoor64043.1
September 1991PoorPoorPoorPoor64060.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.463463000
Steel Protective Coatingsq. ft.2,8092,38742200
Deck
Reinforced Concrete Decksq. ft.2,2052,1852000
Wearing Surfacessq. ft.1,7051,36434100
Substructure
Reinforced Concrete Abutmentlinear ft.8484000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.105105000
Steel Protective Coatingsq. ft.6025119100