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FRANKFORD AVENUE over FRANKFORD CREEK

Map

Coordinates:
+40.00539, -75.09253
40°00'19" N, 75°05'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FRANKFORD AVENUE over FRANKFORD CREEK
Structure number:000000000038838
Old structure number:672007010019010 (from 1992 edition)
Location:NR.HUNTING PARK AV3481F10
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:85.0 ft. [25.9 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1903
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:13,494 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:38.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,170,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2016PoorPoorPoorPoor1349438.7
January 2014PoorPoorPoorPoor1380438.5
February 2012PoorPoorPoorPoor1275557.6
March 2010PoorPoorPoorFair1278858.0
March 2008PoorPoorPoorPoor1276058.0
April 2006PoorPoorPoorCritical1258130.2
April 2004PoorPoorPoorSerious1288044.4
March 2002PoorPoorPoorSerious1241744.5
December 1999PoorPoorPoorPoor929462.4
January 1998PoorPoorFairFair901379.0
January 1996PoorPoorFairPoor1356861.3
March 1994PoorPoorFairPoor1325061.3
March 1992PoorPoorSatisfactoryPoor1301661.4
April 1990FairGoodFairFair1221481.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.17102213415
Steel Protective Coatingsq. ft.10,75310,753000
Steel Stringerlinear ft.1,0255004673820
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.20015039110
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Masonry Abutmentlinear ft.210100100100
Deck
Concrete Filled Grid Decksq. ft.3,72003,72000
Wearing Surfacessq. ft.3,72003,72000
Joints
Assembly without Seal Jointlinear ft.873140016
Bearings
Movable Bearingeach20002
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.10,75310,753000