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HENRY AVENUE over BIKE PATH,WISSAHICKON

Map

Coordinates:
+40.04341, -75.21749
40°02'36" N, 75°13'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HENRY AVENUE over BIKE PATH,WISSAHICKON
Structure number:000000000039035
Old structure number:674001010000000 (from 1992 edition)
Location:WEST VALLEY AVE. 3479 F04
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:118.1 ft. [36.0 m]
Total length:748.1 ft. [228.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Owner:State Highway Agency [01]
Year built:1958
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:7
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,924 [as of 2017]
Truck traffic:2% 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: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 determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:64.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,803,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactoryFairFair2792464.5
September 2014FairSatisfactoryFairFair2836846.4
September 2012FairSatisfactoryFairFair1456948.5
September 2010FairSatisfactoryFairFair1546046.9
September 2008PoorSatisfactoryFairPoor1542630.5
September 2006PoorSatisfactoryFairPoor2991810.5
September 2004PoorSatisfactoryFairPoor3971410.3
October 2002PoorSatisfactoryFairPoor3828610.3
November 2000PoorSatisfactoryFairPoor2628839.0
November 1998FairSatisfactoryFairFair2587452.0
October 1996PoorSatisfactoryFairPoor2509121.2
November 1994PoorSatisfactoryFairPoor2448224.2
March 1993PoorSatisfactorySatisfactoryPoor2404924.2
March 1991FairSatisfactorySatisfactoryFair3162239.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.5,8705,76635690
Deck
Reinforced Concrete Decksq. ft.50,864050,86400
Substructure
Reinforced Concrete Pier Walllinear ft.1571421500
Reinforced Concrete Abutmentlinear ft.16512826110
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Reinforced Concrete Pier Caplinear ft.2822265600
Joints
Strip Seal Jointlinear ft.544544000
Bearings
Elastomeric Bearingeach2828000
Fixed Bearingeach2828000
Steel Protective Coatingsq. ft.75,27275,272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4961,494200