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CR 619 over JAKES BRANCH OF TOMS RIV

Map

Coordinates:
+39.93541, -74.21151
39°56'07" N, 74°12'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 619 over JAKES BRANCH OF TOMS RIV
Structure number:1529002
Location:1MI SOUTH EXIT 80 GSP
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:35.1 ft. [10.7 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Owner:County Highway Agency [02]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,327 [as of 2018]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:98.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodVery GoodVery Good632798.4
June 2016GoodGoodVery GoodVery Good620298.4
June 2014GoodGoodVery GoodVery Good608098.1
June 2012GoodVery GoodExcellentExcellent596098.2
June 2010GoodExcellentExcellentExcellent583098.2
April 2008FairSatisfactoryGoodFair572067.8
August 2007FairGoodGoodFair550068.8
November 2003FairGoodGoodFair530068.9
February 2002PoorGoodGoodPoor510050.4
April 2000PoorGoodGoodSerious510034.2
June 1998PoorVery GoodGoodPoor454052.7
June 1996FairGoodGoodFair454069.0
February 1994FairGoodVery GoodSatisfactory403082.5
May 1992GoodExcellentExcellentVery Good403079.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.438438000
Concrete Protective Coatingsq. ft.453453000
Deck
Reinforced Concrete Decksq. ft.1,8051,7753000
Substructure
Reinforced Concrete Abutmentlinear ft.100100000
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7474000