PA 403 FERNDALE over STONYCREEK RIVER
Map
Coordinates:
+40.29371, -78.9188540°17'37" N, 78°55'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PA 403 FERNDALE over STONYCREEK RIVER |
Structure number: | 000000000008517 |
Old structure number: | 110403007000000 (from 1992 edition) |
Location: | 0.6 MI.S.SR 756,FERNDALE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 230.0 ft. [70.1 m] |
Total length: | 236.9 ft. [72.2 m] |
Roadway width between curbs: | 34.5 ft. [10.5 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Vertical clearance above deck: | 15.7 ft. [4.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Year reconstructed: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,308 [as of 2017] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 82.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,933,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Good | Satisfactory | Good | 5308 | 82.5 |
March 2015 | Fair | Good | Satisfactory | Good | 6661 | 85.5 |
March 2013 | Fair | Good | Satisfactory | Good | 6661 | 85.5 |
May 2011 | Fair | Good | Satisfactory | Good | 7000 | 85.2 |
September 2009 | Fair | Very Good | Satisfactory | Good | 8083 | 84.2 |
December 2008 | Fair | Excellent | Fair | Satisfactory | 8083 | 72.1 |
August 2007 | Poor | Serious | Serious | Fair | 8083 | 13.0 |
December 2005 | Poor | Serious | Serious | Fair | 7954 | 18.0 |
July 2005 | Poor | Serious | Serious | Fair | 7954 | 37.2 |
June 2004 | Poor | Serious | Serious | Fair | 7678 | 37.4 |
September 2003 | Poor | Serious | Serious | Fair | 7617 | 37.4 |
July 2002 | Poor | Serious | Serious | Fair | 7504 | 37.5 |
July 2001 | Poor | Serious | Serious | Fair | 7385 | 37.6 |
June 2000 | Poor | Poor | Poor | Fair | 7385 | 50.7 |
July 1999 | Poor | Poor | Poor | Fair | 9438 | 50.9 |
April 1998 | Poor | Fair | Serious | Fair | 9271 | 44.6 |
July 1996 | Poor | Fair | Poor | Fair | 10474 | 50.4 |
September 1995 | Poor | Fair | Poor | Fair | 10219 | 49.7 |
August 1994 | Poor | Satisfactory | Poor | Fair | 10058 | 56.1 |
September 1993 | Poor | Critical | Poor | Fair | 9939 | 50.8 |
July 1992 | Poor | Serious | Poor | Fair | 9939 | 50.8 |
February 1992 | Poor | Serious | Fair | Fair | 9558 | 67.9 |
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 Stringer | linear ft. | 1,151 | 1,151 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,500 | 5,500 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,850 | 8,850 | 0 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 236 | 236 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 46,065 | 46,065 | 0 | 0 | 0 |
Steel Floor Beam | linear ft. | 385 | 385 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,435 | 3,435 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 110 | 110 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 79 | 0 | 79 | 0 | 0 |
Bearings |
Pot Bearing | each | 4 | 4 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 471 | 471 | 0 | 0 | 0 |