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SR 22-US 22 over SR 8018 AND KISH CREEK

Map

Coordinates:
+40.60004, -77.56111
40°36'00" N, 77°33'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 22-US 22 over SR 8018 AND KISH CREEK
Structure number:000000000026444
Old structure number:440022057300000 (from 1992 edition)
Location:LEWISTOWN
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:95.1 ft. [29.0 m]
Total length:358.0 ft. [109.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:39°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:2014
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,553 [as of 2016]
Truck traffic:27% of total traffic
Deck condition:Very Good [8 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:Basically intolerable requiring high priority of corrrective action [3]
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 in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:71.4
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,311,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairVery GoodSatisfactorySatisfactory555371.4
May 2014PoorPoorFairFair544557.8
May 2012PoorPoorFairFair561157.6
May 2010PoorPoorFairFair605657.2
May 2008PoorPoorFairFair605659.5
May 2006PoorPoorFairFair591960.3
June 2004PoorPoorFairFair586060.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,1241,889741610
Steel Protective Coatingsq. ft.43,01343,013000
Deck
Reinforced Concrete Decksq. ft.11,4369,4921,94400
Wearing Surfacessq. ft.9,9078,2231,68400
Substructure
Reinforced Concrete Pier Walllinear ft.102101100
Reinforced Concrete Abutmentlinear ft.10394720
Reinforced Concrete Pier Caplinear ft.120120000
Joints
Other Jointlinear ft.8277005
Bearings
Movable Bearingeach2415801
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach66000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3603120480
Other Material Bridge Raillinear ft.360360000