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VEREE ROAD over PENNYPACK CREEK

Map

Coordinates:
+40.08583, -75.06000
40°05'09" N, 75°03'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VEREE ROAD over PENNYPACK CREEK
Structure number:000000000038722
Old structure number:671001012000000 (from 1992 edition)
Location:1.1MI.S.WELSH RD. 3372A07
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:56.1 ft. [17.1 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:67.3 ft. [20.5 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,798 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:55.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$984,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairSatisfactorySatisfactoryFair1579855.6
February 2014FairSatisfactorySatisfactoryFair1649855.0
February 2012FairSatisfactorySatisfactoryFair829562.5
March 2010FairSatisfactorySatisfactoryFair886961.9
March 2008FairSatisfactorySatisfactoryFair886960.9
March 2006FairSatisfactorySatisfactoryFair1829455.0
February 2004FairSatisfactorySatisfactoryFair1703655.0
April 2002FairSatisfactorySatisfactoryFair2049454.0
July 1999FairSatisfactorySatisfactorySatisfactory2009065.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4601,4006000
Steel Protective Coatingsq. ft.32,25932,259000
Deck
Reinforced Concrete Decksq. ft.10,066010,06600
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Pier Walllinear ft.122122000
Reinforced Concrete Abutmentlinear ft.2101545060
Reinforced Concrete Pier Caplinear ft.146146000
Joints
Strip Seal Jointlinear ft.7307003
Other Jointlinear ft.7307300
Bearings
Movable Bearingeach30100020
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.300300000