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BUSTLETON AVENUE over PENNYPACK CREEK

Map

Coordinates:
+40.07666, -75.04450
40°04'36" N, 75°02'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BUSTLETON AVENUE over PENNYPACK CREEK
Structure number:000000000038765
Old structure number:671009014006340 (from 1992 edition)
Location:2MILES S.WELSH RD.3372C08
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.0 ft. [24.7 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:66.3 ft. [20.2 m]
Deck width edge-to-edge:89.2 ft. [27.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,360 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:73.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,367,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairFairFairFair2536073.9
April 2014FairFairFairFair2471176.2
April 2012FairFairFairFair1189881.8
May 2010FairFairFairFair1431380.8
May 2008FairFairFairFair1428274.3
May 2006FairSatisfactoryFairFair2918070.5
March 2004FairSatisfactoryFairFair2936970.4
April 2002FairSatisfactoryFairFair2831467.9
July 1999FairSatisfactoryFairFair2723768.4
August 1997FairSatisfactorySatisfactorySatisfactory3155285.2
September 1995FairSatisfactorySatisfactorySatisfactory3015285.7
February 1994FairSatisfactorySatisfactoryFair2944673.3
February 1992FairSatisfactorySatisfactoryFair2892673.5
May 1990FairVery GoodGoodSatisfactory2714486.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,7001,0211,600790
Steel Protective Coatingsq. ft.32,25932,259000
Deck
Reinforced Concrete Decksq. ft.20,42719,4061,02100
Wearing Surfacessq. ft.16,07615,27280400
Substructure
Reinforced Concrete Pier Walllinear ft.7270020
Reinforced Concrete Abutmentlinear ft.22711048690
Reinforced Concrete Pier Caplinear ft.166164200
Joints
Assembly without Seal Jointlinear ft.92046046
Other Jointlinear ft.9209200
Bearings
Movable Bearingeach36122400
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.458458000