HENRY AVENUE over WISSAHICKON CR;LINCOLN D
Map
Coordinates:
+40.02433, -75.1961040°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 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 |