Share:

S.R. 225 over OVER MAHANOY CREEK

Map

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

Facts

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]

Latest Available Inspection: August 2018

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018PoorSatisfactoryImminent FailureSatisfactory254885.0
November 2016FairSatisfactoryFairSatisfactory255949.2
November 2014FairSatisfactoryFairSatisfactory160754.8
November 2010FairSatisfactoryFairSatisfactory229248.5
July 2009FairSatisfactoryFairSatisfactory22866.5
November 2008FairSatisfactoryFairSatisfactory228647.8
November 2006FairSatisfactoryFairGood225247.0
November 2004FairSatisfactoryFairGood258546.7
November 2002FairSatisfactoryFairGood250246.7
November 2000FairSatisfactoryFairGood94047.2
November 1998FairSatisfactoryFairGood92247.4
November 1996PoorSatisfactoryPoorGood86733.8
September 1995PoorGoodPoorGood85034.1
January 1995PoorGoodPoorGood83742.5
November 1993PoorSeriousPoorFair193231.7
November 1992PoorSeriousPoorFair193231.7
November 1991PoorSeriousPoorFair250831.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.96577519000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.5,7195,719000
Superstructure
Steel Trusslinear ft.41610131500
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.38323315000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.1411311000
Joints
Strip Seal Jointlinear ft.6306300
Bearings
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.10,75310,753000
Pot Bearingeach20200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.430427300