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HENRY AVENUE over WISSAHICKON CR;LINCOLN D

Philadelphia County, Pennsylvania

Map

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

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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 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	27,787 `[as of 2018]`
Truck traffic:	4% 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 determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	87.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,251,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Satisfactory	Satisfactory	Satisfactory	27787	87.0
January 2016	Fair	Satisfactory	Satisfactory	Satisfactory	26972	87.3
January 2014	Fair	Satisfactory	Satisfactory	Satisfactory	23905	89.1
January 2012	Fair	Satisfactory	Satisfactory	Satisfactory	12578	92.4
November 2010	Poor	Fair	Fair	Poor	12611	62.4
November 2008	Poor	Fair	Fair	Poor	12583	62.4
November 2006	Poor	Fair	Fair	Poor	30394	49.3
November 2004	Poor	Fair	Fair	Poor	29677	53.4
November 2002	Poor	Fair	Fair	Poor	28610	53.9
October 2000	Poor	Satisfactory	Fair	Poor	27964	52.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	9,516	9,516	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	75,155	73,406	1,749	0	0
Wearing Surfaces	sq. ft.	51,360	0	51,360	0	0
Superstructure
Reinforced Concrete Arch	linear ft.	578	468	105	5	0
Steel Floor Beam	linear ft.	4,245	4,243	0	2	0
Steel Protective Coating	sq. ft.	204,310	204,310	0	0	0
Substructure
Steel Column	each	12	12	0	0	0
Steel Protective Coating	sq. ft.	64,519	64,519	0	0	0
Masonry Pier Wall	linear ft.	708	626	37	45	0
Reinforced Concrete Abutment	linear ft.	194	194	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	23	23	0	0	0
Joints
Strip Seal Joint	linear ft.	703	688	15	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,712	1,698	14	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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