PA 403 FERNDALE over STONYCREEK RIVER

Map

Coordinates:
+40.29371, -78.91885
40°17'37" N, 78°55'08" W

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]`

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

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

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