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STUDDIFORD DRIVE over SOUTH BRANCH RARITAN R

Map

Coordinates:
+40.54665, -74.69592
40°32'48" N, 74°41'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STUDDIFORD DRIVE over SOUTH BRANCH RARITAN R
Structure number:18D0702
Location:LOC INTX CR625 & CR60
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:95.1 ft. [29.0 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,360 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodVery GoodGoodVery Good336089.9
September 2015GoodVery GoodGoodVery Good329590.9
September 2013GoodVery GoodGoodVery Good323092.0
October 2011GoodExcellentVery GoodVery Good316391.1
October 2009GoodExcellentExcellentExcellent310189.1
October 2007PoorGoodFairPoor304025.3
October 2005PoorGoodFairPoor297925.5
December 2003PoorGoodFairPoor286025.8
October 2003PoorGoodFairPoor292025.6
November 2001PoorGoodFairPoor275025.8
September 1999PoorGoodFairPoor275025.8
August 1997PoorGoodFairPoor270026.0
June 1995PoorGoodFairPoor260021.1
June 1993FairVery GoodFairFair250040.7
May 1991FairVery GoodFairFair250040.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,1401,140000
Steel Protective Coatingsq. ft.9,2009,01618400
Deck
Reinforced Concrete Decksq. ft.7,2747,274000
Superstructure
Steel Trusslinear ft.390390000
Steel Protective Coatingsq. ft.9,7889,59319500
Steel Floor Beamlinear ft.598596020
Steel Protective Coatingsq. ft.5,7465,63211400
Steel Gusset Plateeach5252000
Steel Protective Coatingsq. ft.260260000
Substructure
Reinforced Concrete Pier Walllinear ft.4947200
Reinforced Concrete Abutmentlinear ft.9797000
Reinforced Concrete Pier Caplinear ft.4949000
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Timber Bridge Raillinear ft.390390000