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CR631(TUCKAHOE RD) over CEDAR SWAMP CREEK

Map

Coordinates:
+39.26184, -74.70211
39°15'43" N, 74°42'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR631(TUCKAHOE RD) over CEDAR SWAMP CREEK
Structure number:0500018
Location:3.5 M W OF RT9 INTERSECT
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:County Highway Agency [02]
Year built:1968
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,980 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:72.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactoryGoodSatisfactory998072.4
August 2014FairSatisfactoryGoodSatisfactory978572.6
September 2012FairSatisfactoryGoodSatisfactory958572.7
September 2010FairSatisfactoryGoodSatisfactory940572.8
July 2008FairSatisfactoryGoodSatisfactory922073.0
May 2006FairSatisfactoryGoodSatisfactory904073.1
December 2004FairSatisfactoryGoodSatisfactory886073.3
January 2004FairSatisfactoryGoodSatisfactory886073.3
November 2001FairSatisfactoryGoodSatisfactory860074.4
November 1999FairSatisfactoryGoodSatisfactory843574.6
September 1999FairSatisfactoryGoodSatisfactory826874.7
April 1997FairSatisfactoryGoodSatisfactory826874.7
April 1995FairSatisfactoryGoodSatisfactory780076.1
April 1993FairSatisfactoryGoodSatisfactory860075.5
September 1990FairSatisfactoryGoodSatisfactory860075.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,6001,5465220
Deck
Reinforced Concrete Decksq. ft.6,9026,359456870
Substructure
Timber Columneach52292300
Reinforced Concrete Abutmentlinear ft.105105000
Reinforced Concrete Pier Caplinear ft.136134200
Joints
Pourable Jointlinear ft.1947212200
Bearings
Elastomeric Bearingeach8080000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.400400000