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CR 630 over BEAVER DAM CREEK

Map

Coordinates:
+40.05938, -74.07204
40°03'34" N, 74°04'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 630 over BEAVER DAM CREEK
Structure number:1506002
Location:500 FT N OF PRINCETON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:84.0 ft. [25.6 m]
Total length:272.0 ft. [82.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:County Highway Agency [02]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,215 [as of 2018]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:90.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodGood1121590.8
May 2016GoodGoodGoodGood1099688.9
May 2014GoodGoodGoodGood848189.6
May 2012GoodGoodVery GoodGood831589.6
May 2010GoodGoodVery GoodGood815090.7
April 2008GoodGoodVery GoodGood797890.7
September 2007GoodGoodVery GoodGood797891.7
December 2003GoodGoodVery GoodGood797891.7
December 2001GoodGoodVery GoodGood715092.0
January 1998PoorSatisfactoryFairSerious365017.1
October 1995PoorGoodFairSerious360013.8
November 1993PoorGoodFairSerious360013.8
October 1992PoorGoodFairSerious242013.2
November 1991PoorGoodFairSerious242013.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.196196000
Steel Protective Coatingsq. ft.2,8132,813000
Prestressed Concrete Girder/Beamlinear ft.1,1501,150000
Concrete Protective Coatingsq. ft.14,01014,010000
Steel Stringerlinear ft.58047410600
Steel Protective Coatingsq. ft.2,7552,743057
Deck
Reinforced Concrete Decksq. ft.13,27313,271200
Superstructure
Steel Floor Beamlinear ft.8686000
Steel Protective Coatingsq. ft.980980000
Substructure
Reinforced Concrete Pier Walllinear ft.2302000300
Reinforced Concrete Abutmentlinear ft.9898000
Concrete Protective Coatingsq. ft.300300000
Reinforced Concrete Pileeach33000
Reinforced Concrete Pier Caplinear ft.4947200
Concrete Protective Coatingsq. ft.200200000
Joints
Strip Seal Jointlinear ft.98049490
Compression Jointlinear ft.9898000
Open Jointlinear ft.98861200
Bearings
Elastomeric Bearingeach2828000
Other Bearingeach33000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.545544100