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RICHMOND STREET over FRANKFORD CREEK

Map

Coordinates:
+39.99367, -75.08059
39°59'37" N, 75°04'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RICHMOND STREET over FRANKFORD CREEK
Structure number:000000000038824
Old structure number:672001019013990 (from 1992 edition)
Location:NR.BETSY ROSS INTE3591G02
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:76.1 ft. [23.2 m]
Total length:155.8 ft. [47.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
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:15,844 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairGoodFairSatisfactory1584479.7
February 2014FairGoodFairSatisfactory1620879.6
February 2012FairGoodFairSatisfactory1554779.8
March 2010FairGoodFairSatisfactory1558879.8
March 2008FairGoodFairSatisfactory1555479.8
March 2006FairGoodFairSatisfactory1533681.9
March 2004FairGoodFairSatisfactory2059680.2
February 2002FairGoodFairSatisfactory1985678.4
January 2000FairGoodSatisfactorySatisfactory1673790.2
January 1998FairGoodSatisfactorySatisfactory1649090.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,82201,788340
Steel Protective Coatingsq. ft.21,50621,506000
Deck
Reinforced Concrete Decksq. ft.9,70409,70400
Substructure
Reinforced Concrete Pier Walllinear ft.6666000
Reinforced Concrete Abutmentlinear ft.228223410
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Joints
Strip Seal Jointlinear ft.124012400
Bearings
Movable Bearingeach2400024
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.312312000