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SR 322-US 322 over W BR SUSQUEHANNA RIVER

Map

Coordinates:
+41.02681, -78.43874
41°01'37" N, 78°26'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 322-US 322 over W BR SUSQUEHANNA RIVER
Structure number:000000000011476
Old structure number:170322043000320 (from 1992 edition)
Location:CLEARFIELD BORO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.9 ft. [27.4 m]
Total length:325.1 ft. [99.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Owner:State Highway Agency [01]
Year built:1947
Year reconstructed:1980
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,868 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:66.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,886,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryFairFair786866.3
May 2015FairSatisfactoryFairFair738368.4
May 2013FairSatisfactoryFairFair729368.4
May 2011FairSatisfactoryFairFair1160267.5
May 2009PoorSatisfactoryPoorFair697451.9
May 2007PoorSatisfactoryPoorFair697451.9
May 2005PoorSatisfactoryPoorFair813651.5
June 2003PoorSatisfactoryPoorFair794551.6
June 2001PoorSatisfactoryPoorFair846349.4
October 2000PoorSatisfactoryPoorFair843849.4
June 1999PoorSatisfactoryPoorFair828949.5
June 1997PoorSatisfactoryPoorFair812649.5
August 1995PoorSatisfactoryPoorSatisfactory1212848.0
June 1993PoorSatisfactoryPoorSatisfactory1174945.7
July 1991PoorSatisfactoryPoorSatisfactory1137245.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,5962,596000
Steel Protective Coatingsq. ft.43,01343,013000
Deck
Reinforced Concrete Decksq. ft.12,69012,690000
Substructure
Reinforced Concrete Pier Walllinear ft.171171000
Reinforced Concrete Abutmentlinear ft.141140100
Joints
Strip Seal Jointlinear ft.7807800
Compression Jointlinear ft.7878000
Other Jointlinear ft.7869009
Bearings
Movable Bearingeach3232000
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach88000
Steel Protective Coatingsq. ft.10,75310,753000