S.R. 225 over OVER MAHANOY CREEK

Map

Coordinates:
+40.74439, -76.79040
40°44'40" N, 76°47'25" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	S.R. 225 over OVER MAHANOY CREEK
Structure number:	000000000029089
Old structure number:	490225022012090 `(from 1992 edition)`
Location:	VILLAGE OF DORNSIFE
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	208.0 ft. `[63.4 m]`
Total length:	214.9 ft. `[65.5 m]`
Roadway width between curbs:	25.3 ft. `[7.7 m]`
Deck width edge-to-edge:	26.6 ft. `[8.1 m]`
Vertical clearance above deck:	14.4 ft. `[4.4 m]`
Skew angle:	32°
Owner:	State Highway Agency `[01]`
Year built:	1941
Year reconstructed:	1994
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
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:	Poor
Status:	Bridge closed to all traffic `[K]`
Average daily traffic:	2,548 `[as of 2018]`
Truck traffic:	13% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Imminent Failure `[1 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	85.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Poor	Satisfactory	Imminent Failure	Satisfactory	2548	85.0
November 2016	Fair	Satisfactory	Fair	Satisfactory	2559	49.2
November 2014	Fair	Satisfactory	Fair	Satisfactory	1607	54.8
November 2010	Fair	Satisfactory	Fair	Satisfactory	2292	48.5
July 2009	Fair	Satisfactory	Fair	Satisfactory	2286	6.5
November 2008	Fair	Satisfactory	Fair	Satisfactory	2286	47.8
November 2006	Fair	Satisfactory	Fair	Good	2252	47.0
November 2004	Fair	Satisfactory	Fair	Good	2585	46.7
November 2002	Fair	Satisfactory	Fair	Good	2502	46.7
November 2000	Fair	Satisfactory	Fair	Good	940	47.2
November 1998	Fair	Satisfactory	Fair	Good	922	47.4
November 1996	Poor	Satisfactory	Poor	Good	867	33.8
September 1995	Poor	Good	Poor	Good	850	34.1
January 1995	Poor	Good	Poor	Good	837	42.5
November 1993	Poor	Serious	Poor	Fair	1932	31.7
November 1992	Poor	Serious	Poor	Fair	1932	31.7
November 1991	Poor	Serious	Poor	Fair	2508	31.7

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.	965	775	190	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,719	5,719	0	0	0
Superstructure
Steel Truss	linear ft.	416	101	315	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Steel Floor Beam	linear ft.	383	233	150	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	141	131	10	0	0
Joints
Strip Seal Joint	linear ft.	63	0	63	0	0
Bearings
Fixed Bearing	each	2	0	2	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Pot Bearing	each	2	0	2	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	430	427	3	0	0