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PAPER MILL RD over WHITE CLAY CREEK

Map

Coordinates:
+39.68942, -75.74872
39°41'22" N, 75°44'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PAPER MILL RD over WHITE CLAY CREEK
Structure number:1231 013
Location:NORTH NEWARK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:118.1 ft. [36.0 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Owner:State Highway Agency [01]
Year built:1947
Year reconstructed:1980
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans 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: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,546 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:75.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$936,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactorySatisfactory1754675.9
June 2016FairSatisfactoryFairSatisfactory1695964.5
June 2014FairFairFairSatisfactory1531863.7
June 2012FairFairFairSatisfactory1208264.2
June 2010FairFairFairSatisfactory1076964.4
June 2008FairSatisfactorySatisfactorySatisfactory1170676.6
May 2006FairSatisfactorySatisfactorySatisfactory1923375.7
May 2004FairSatisfactorySatisfactorySatisfactory1848666.8
April 2002FairSatisfactorySatisfactorySatisfactory1712867.7
June 2000FairSatisfactorySatisfactorySatisfactory1558268.6
July 1998GoodGoodGoodGood1370769.7
June 1996FairSatisfactorySatisfactorySatisfactory1379669.7
July 1994FairSatisfactorySatisfactorySatisfactory1140571.4
June 1992GoodGoodGoodGood1008167.9