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PA 403 FERNDALE over STONYCREEK RIVER

Map

Coordinates:
+40.29371, -78.91885
40°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairGoodSatisfactoryGood530882.5
March 2015FairGoodSatisfactoryGood666185.5
March 2013FairGoodSatisfactoryGood666185.5
May 2011FairGoodSatisfactoryGood700085.2
September 2009FairVery GoodSatisfactoryGood808384.2
December 2008FairExcellentFairSatisfactory808372.1
August 2007PoorSeriousSeriousFair808313.0
December 2005PoorSeriousSeriousFair795418.0
July 2005PoorSeriousSeriousFair795437.2
June 2004PoorSeriousSeriousFair767837.4
September 2003PoorSeriousSeriousFair761737.4
July 2002PoorSeriousSeriousFair750437.5
July 2001PoorSeriousSeriousFair738537.6
June 2000PoorPoorPoorFair738550.7
July 1999PoorPoorPoorFair943850.9
April 1998PoorFairSeriousFair927144.6
July 1996PoorFairPoorFair1047450.4
September 1995PoorFairPoorFair1021949.7
August 1994PoorSatisfactoryPoorFair1005856.1
September 1993PoorCriticalPoorFair993950.8
July 1992PoorSeriousPoorFair993950.8
February 1992PoorSeriousFairFair955867.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,1511,151000
Steel Protective Coatingsq. ft.5,5005,500000
Deck
Reinforced Concrete Decksq. ft.8,8508,850000
Superstructure
Steel Trusslinear ft.236236000
Steel Protective Coatingsq. ft.46,06546,065000
Steel Floor Beamlinear ft.385385000
Steel Protective Coatingsq. ft.3,4353,435000
Substructure
Reinforced Concrete Abutmentlinear ft.110110000
Joints
Strip Seal Jointlinear ft.7907900
Bearings
Pot Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.471471000