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RTE 357 over SUSQUEHANNA RIVER

Map

Coordinates:
+42.33100, -75.29850
42°19'52" N, 75°17'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 357 over SUSQUEHANNA RIVER
Structure number:000000001004360
Location:JCT RTE 357+SUSQUEHANNA R
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:139.8 ft. [42.6 m]
Total length:280.9 ft. [85.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1935
Year reconstructed:1974
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,072 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:48.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,554,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorFairFairPoor207248.6
December 2016PoorSatisfactoryFairPoor210544.0
December 2014PoorSatisfactoryFairPoor241143.7
October 2012PoorSatisfactoryFairPoor235043.8
October 2010PoorSatisfactoryFairPoor235043.8
November 2008PoorSatisfactoryFairPoor252443.6
December 2007PoorSatisfactoryFairPoor252443.6
December 2006FairSatisfactoryFairFair236460.4
December 2004FairSatisfactoryFairFair244160.4
November 2002FairSatisfactoryFairFair245161.4
August 2000FairSatisfactoryFairFair245161.4
September 1998FairGoodFairFair245161.4
July 1996PoorSatisfactoryPoorPoor238044.3
August 1994PoorSatisfactoryPoorPoor233143.4
December 1992PoorSatisfactoryPoorPoor233144.4
September 1990PoorSatisfactoryFairPoor424349.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,4001,1201401400
Steel Protective Coatingsq. ft.6,3505,65070000
Deck
Reinforced Concrete Decksq. ft.7,08405,3131,7710
Wearing Surfacessq. ft.6,16004,6201,5400
Superstructure
Steel Trusslinear ft.5604853720
Steel Protective Coatingsq. ft.34,96617,48217,1360348
Steel Floor Beamlinear ft.6245880360
Steel Protective Coatingsq. ft.5,03204,4775550
Steel Gusset Plateeach36160200
Steel Protective Coatingsq. ft.1,082081021854
Substructure
Reinforced Concrete Pier Walllinear ft.4900490
Reinforced Concrete Abutmentlinear ft.84404400
Reinforced Concrete Pile Cap/Footinglinear ft.20200
Joints
Compression Jointlinear ft.62001646
Bearings
Movable Bearingeach40220
Steel Protective Coatingsq. ft.40020200
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.40020200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.840084000
Steel Protective Coatingsq. ft.2,1001,0501,05000