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GRANT AVENUE over WOODEN BRIDGE RUN

Map

Coordinates:
+40.07426, -75.01699
40°04'27" N, 75°01'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GRANT AVENUE over WOODEN BRIDGE RUN
Structure number:000000000038799
Old structure number:671018005000000 (from 1992 edition)
Location:.5MI.EAST ROUTE 1 3372H09
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:98.8 ft. [30.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,375 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 condition. [5]
Sufficiency rating:71.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$153,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodSatisfactoryFair3037571.0
December 2015FairGoodSatisfactoryFair3037571.0
January 2014FairGoodSatisfactoryFair3488371.0
January 2012FairGoodSatisfactoryFair1606879.1
February 2010FairGoodSatisfactoryFair1672678.8
February 2008PoorPoorSatisfactoryFair3379768.0
March 2006PoorPoorSatisfactoryFair3323971.1
February 2004PoorPoorSatisfactoryFair3447871.0
February 2002PoorPoorSatisfactoryFair3297568.2
September 1999PoorPoorFairFair3235849.0
September 1997PoorFairSatisfactoryPoor4057153.0
October 1995PoorPoorSatisfactoryPoor3993251.0
March 1994PoorPoorGoodPoor1554856.8
March 1992PoorPoorSatisfactoryPoor1527457.0
March 1990PoorPoorSatisfactoryPoor1469057.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.498494400
Deck
Reinforced Concrete Decksq. ft.3,2233,223000
Wearing Surfacessq. ft.2,1602,160000
Substructure
Reinforced Concrete Abutmentlinear ft.29026911100
Joints
Pourable Jointlinear ft.283283000
Bearings
Elastomeric Bearingeach3232000
Bridge Rail
Other Material Bridge Raillinear ft.6565000