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SR 322-US 322 over KISHACOQUILLAS C/ABND RR

Map

Coordinates:
+40.65469, -77.58503
40°39'17" N, 77°35'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 322-US 322 over KISHACOQUILLAS C/ABND RR
Structure number:000000000026430
Old structure number:440322021021270 (from 1992 edition)
Location:1 MI S REEDSVILLE
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:109.9 ft. [33.5 m]
Total length:575.2 ft. [175.3 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:3.3 ft. [1.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1964
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,427 [as of 2016]
Truck traffic:17% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:65.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,559,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactorySatisfactorySatisfactory1142765.6
June 2014FairSatisfactorySatisfactorySatisfactory1177367.3
June 2012PoorFairPoorPoor1213236.0
June 2010PoorFairPoorPoor1227630.0
June 2008PoorFairPoorPoor910930.0
June 2006PoorFairPoorPoor1083636.0
June 2004PoorFairPoorPoor1085936.0
June 2002PoorFairPoorPoor1058240.0
July 2000PoorFairPoorPoor1032240.0
July 1998PoorFairPoorPoor1131040.0
July 1996PoorFairPoorPoor1432136.0
July 1994PoorFairFairPoor1742046.0
September 1992PoorFairFairPoor1742046.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,7302,730000
Steel Protective Coatingsq. ft.53,76653,766000
Deck
Reinforced Concrete Decksq. ft.18,61918,619000
Wearing Surfacessq. ft.17,03117,031000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.9494000
Reinforced Concrete Pier Caplinear ft.124124000
Joints
Assembly without Seal Jointlinear ft.198198000
Bearings
Movable Bearingeach2525000
Steel Protective Coatingsq. ft.53,76653,766000
Fixed Bearingeach2525000
Steel Protective Coatingsq. ft.53,76653,766000
Bridge Rail
Other Material Bridge Raillinear ft.566566000