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S MAIN ST (CR 678) over LOPATCONG CREEK

Map

Coordinates:
+40.67734, -75.16976
40°40'38" N, 75°10'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S MAIN ST (CR 678) over LOPATCONG CREEK
Structure number:2101903
Location:0.56 MI WEST OF CR 519
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.0 ft. [13.4 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Skew angle:56°
Owner:County Highway Agency [02]
Year built:1925
Year reconstructed:1967
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:11,420 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:60.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$559,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorPoorFairSatisfactory1142060.9
March 2015PoorPoorFairSatisfactory996073.2
March 2013PoorPoorFairSatisfactory940076.6
April 2011FairFairFairSatisfactory1252066.5
May 2009FairFairFairFair1252066.5
May 2007FairFairSatisfactorySatisfactory1240076.7
May 2005FairFairSatisfactorySatisfactory1205076.8
April 2003FairFairSatisfactorySatisfactory1340076.6
March 2001FairFairSatisfactorySatisfactory1290076.3
March 1999FairFairSatisfactorySatisfactory1240076.4
December 1996FairFairSatisfactorySatisfactory1193076.4
November 1996FairFairSatisfactorySatisfactory1170076.4
November 1994FairFairSatisfactorySatisfactory1170076.7
September 1992FairFairSatisfactorySatisfactory1164171.6
September 1990FairFairSatisfactorySatisfactory1200071.5

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.20001305317
Steel Girder/Beamlinear ft.240240000
Deck
Reinforced Concrete Decksq. ft.2,7102,401352740
Wearing Surfacessq. ft.2,4112,3990120
Prestressed Concrete Top Flangesq. ft.51302572560
Wearing Surfacessq. ft.5134920210
Substructure
Reinforced Concrete Abutmentlinear ft.2139529890
Joints
Pourable Jointlinear ft.167016700
Bearings
Elastomeric Bearingeach108200
Enclosed/Concealed Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.92326540