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HENRY AVENUE over WISSAHICKON CR;LINCOLN D

Map

Coordinates:
+40.02433, -75.19610
40°01'28" N, 75°11'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HENRY AVENUE over WISSAHICKON CR;LINCOLN D
Structure number:000000000039033
Old structure number:674001005013340 (from 1992 edition)
Location:FAIRMOUNT PARK 3479J07
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:288.1 ft. [87.8 m]
Total length:830.1 ft. [253.0 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:2011
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:26,972 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:87.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,251,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2016FairSatisfactorySatisfactorySatisfactory2697287.3
January 2014FairSatisfactorySatisfactorySatisfactory2390589.1
January 2012FairSatisfactorySatisfactorySatisfactory1257892.4
November 2010PoorFairFairPoor1261162.4
November 2008PoorFairFairPoor1258362.4
November 2006PoorFairFairPoor3039449.3
November 2004PoorFairFairPoor2967753.4
November 2002PoorFairFairPoor2861053.9
October 2000PoorSatisfactoryFairPoor2796452.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.9,5169,516000
Deck
Reinforced Concrete Decksq. ft.75,15573,4061,74900
Wearing Surfacessq. ft.51,360051,36000
Superstructure
Reinforced Concrete Archlinear ft.57846810550
Steel Floor Beamlinear ft.4,2454,243020
Steel Protective Coatingsq. ft.204,310204,310000
Substructure
Steel Columneach1212000
Steel Protective Coatingsq. ft.64,51964,519000
Masonry Pier Walllinear ft.70862637450
Reinforced Concrete Abutmentlinear ft.194194000
Reinforced Concrete Pile Cap/Footinglinear ft.2323000
Joints
Strip Seal Jointlinear ft.7036881500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,7121,6981400