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ARAMINGO AVENUE over FRANKFORD CREEK

Map

Coordinates:
+39.99893, -75.08628
39°59'56" N, 75°05'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ARAMINGO AVENUE over FRANKFORD CREEK
Structure number:000000000038853
Old structure number:672009007000000 (from 1992 edition)
Location:.5.MI.TACONY STR. 3591G01
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:76.1 ft. [23.2 m]
Total length:155.8 ft. [47.5 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:94.2 ft. [28.7 m]
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:28,615 [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: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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:69.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,230,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairSatisfactoryFairFair2861569.1
February 2014FairSatisfactoryFairFair2930370.9
February 2012FairSatisfactoryFairFair1403676.1
March 2010FairSatisfactoryFairFair1407376.1
March 2008FairSatisfactoryFairFair1404276.1
March 2006FairSatisfactoryFairFair3076473.3
April 2004FairSatisfactoryFairFair2475675.4
March 2002FairSatisfactoryFairFair2662874.8
February 2000FairSatisfactoryFairFair2602678.6
January 1998FairGoodSatisfactorySatisfactory2561689.8
January 1996FairGoodFairFair3829670.4
March 1994FairSatisfactorySatisfactoryFair3739864.6
March 1992FairSatisfactorySatisfactoryFair3673665.8
March 1990FairGoodSatisfactorySatisfactory3506285.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,4421,32277030050
Steel Protective Coatingsq. ft.21,50621,506000
Deck
Reinforced Concrete Decksq. ft.14,69614,32936700
Substructure
Reinforced Concrete Pier Walllinear ft.9393000
Reinforced Concrete Abutmentlinear ft.252250200
Reinforced Concrete Pile Cap/Footinglinear ft.63300
Joints
Assembly without Seal Jointlinear ft.188018800
Bearings
Movable Bearingeach3200032
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach1616000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.312312000