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HENRY AVENUE over WISSAHICKON CR;LINCOLN D
Map
Coordinates:
+40.02403, -75.19586
40°01'27" N, 75°11'45" W
+40.02403, -75.19586
40°01'27" N, 75°11'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Information not verified. Use at your own risk.
Facts
| 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] |
| Operating rating: | 51.9 tons [47.2 metric tons] |
| Inventory rating: | 30.9 tons [28.1 metric tons] |
| 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
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| January 2016 | 87.3 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 26972 |
| January 2014 | 89.1 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 23905 |
| January 2012 | 92.4 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 12578 |
| November 2010 | 62.4 | Poor | Fair | Fair | Poor | - | 12611 |
| November 2008 | 62.4 | Poor | Fair | Fair | Poor | - | 12583 |
| November 2006 | 49.3 | Poor | Fair | Fair | Poor | SD | 30394 |
| November 2004 | 53.4 | Poor | Fair | Fair | Poor | SD | 29677 |
| November 2002 | 53.9 | Poor | Fair | Fair | Poor | SD | 28610 |
| October 2000 | 52.4 | Poor | Satisfactory | Fair | Poor | SD | 27964 |
© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1477005
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1477005