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SR 3001 over SUSQUEHANNA RIVER

Map

Coordinates:
+41.64207, -76.16073
41°38'31" N, 76°09'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3001 over SUSQUEHANNA RIVER
Structure number:000000000037277
Old structure number:653001045014170 (from 1992 edition)
Location:LACEYVLE BO 700'S SR 4006
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:116.1 ft. [35.4 m]
Total length:1162.1 ft. [354.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:10
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Open Grating [3]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:581 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:78.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$632,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactoryFairGood58178.3
December 2015FairSatisfactoryFairGood50178.5
December 2013FairSatisfactoryFairGood50177.5
December 2011FairSatisfactoryFairGood64378.2
December 2009FairSatisfactoryFairGood64678.2
July 2008FairSatisfactoryFairGood64678.2
January 2008FairSatisfactoryFairGood64678.2
December 2005FairSatisfactoryFairGood65876.9
July 2004FairSatisfactoryFairGood65077.9
January 2004FairSatisfactoryFairGood64477.9
June 2002FairSatisfactoryFairGood64474.9
January 2002FairSatisfactoryFairGood49775.3
March 2000FairSatisfactorySatisfactoryGood48686.5
July 1998FairSatisfactorySatisfactoryGood47488.5
September 1996FairSatisfactorySatisfactoryGood65289.1
October 1995FairSatisfactorySatisfactoryGood63388.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,78405,6441355
Steel Protective Coatingsq. ft.107,532107,532000
Substructure
Reinforced Concrete Pier Walllinear ft.149149000
Reinforced Concrete Abutmentlinear ft.7272000
Reinforced Concrete Pier Caplinear ft.257257000
Deck
Open Grid Decksq. ft.30,095030,09500
Steel Protective Coatingsq. ft.107,532107,532000
Joints
Open Jointlinear ft.2626000
Assembly without Seal Jointlinear ft.260260000
Bearings
Movable Bearingeach5050000
Steel Protective Coatingsq. ft.107,532107,532000
Fixed Bearingeach4545000
Steel Protective Coatingsq. ft.96,77896,778000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,3152,315000
Steel Protective Coatingsq. ft.107,532107,532000