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CASTOR AVENUE over FRANKFORD CREEK

Map

Coordinates:
+40.01586, -75.09703
40°00'57" N, 75°05'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CASTOR AVENUE over FRANKFORD CREEK
Structure number:000000000038752
Old structure number:671005008007790 (from 1992 edition)
Location:S.WYOMING AVENUE 3481E08
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:60.0 ft. [18.3 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,116 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:80.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$297,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairSatisfactorySatisfactory1011680.8
December 2015FairFairSatisfactorySatisfactory1018580.7
January 2014FairFairSatisfactorySatisfactory1839677.0
February 2012FairFairSatisfactorySatisfactory1956577.2
March 2010FairFairSatisfactorySatisfactory1961676.6
March 2008FairFairSatisfactorySatisfactory1831977.2
March 2006FairFairFairSatisfactory1794166.1
March 2004FairFairFairSatisfactory2178563.8
February 2002FairSatisfactorySatisfactorySatisfactory2100276.8
January 2000FairSatisfactorySatisfactorySatisfactory2052789.3
January 1998FairSatisfactorySatisfactorySatisfactory719294.3
February 1996FairFairSatisfactorySatisfactory1460090.5
May 1994FairSatisfactorySatisfactoryGood1460091.5
May 1992FairSatisfactoryGoodGood1460091.5
May 1990FairSatisfactoryGoodGood1460091.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.32430210120
Substructure
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.100881200
Reinforced Concrete Pile Cap/Footinglinear ft.30300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1361210150
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Slabsq. ft.4,3964,17622000
Wearing Surfacessq. ft.4,3964,17622000