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STATE ROAD over PENNYPACK CREEK

Map

Coordinates:
+40.03322, -75.01812
40°01'60" N, 75°01'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STATE ROAD over PENNYPACK CREEK
Structure number:000000000038756
Old structure number:671007010012090 (from 1992 edition)
Location:STATE/PRISON RD.3482H05
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.0 ft. [19.8 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:74.8 ft. [22.8 m]
Vertical clearance below bridge:3277.7 ft. [999.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,410 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:81.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$178,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactoryFairFair1141081.3
May 2014FairSatisfactoryFairFair1151381.2
May 2012FairSatisfactoryFairFair629282.9
May 2010FairSatisfactoryFairFair630882.9
May 2008FairSatisfactoryFairFair630882.9
May 2006FairSatisfactorySatisfactoryFair2146181.0
2005Fair--Satisfactory1133381.0
March 2004FairSatisfactorySatisfactoryFair1795182.1
April 2002FairSatisfactorySatisfactoryFair1730679.3
May 1999FairFairSatisfactoryFair1691678.4
May 1997FairSatisfactorySatisfactorySatisfactory1215489.4
May 1995FairSatisfactorySatisfactorySatisfactory1196389.2
May 1993FairSatisfactoryVery GoodFair1157077.8
June 1991FairSatisfactoryVery GoodSatisfactory1085693.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,9891,90843380
Deck
Reinforced Concrete Decksq. ft.11,65411,07158300
Wearing Surfacessq. ft.9,3918,92147000
Substructure
Reinforced Concrete Pier Walllinear ft.64501310
Reinforced Concrete Abutmentlinear ft.1647520690
Reinforced Concrete Pier Caplinear ft.1521232630
Joints
Strip Seal Jointlinear ft.150014703
Bearings
Elastomeric Bearingeach7807800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.31227714210