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SR 103-PA 103 over KISHACOQUILLAS CREEK

Map

Coordinates:
+40.59430, -77.57482
40°35'39" N, 77°34'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 103-PA 103 over KISHACOQUILLAS CREEK
Structure number:000000000026376
Old structure number:443006002002370 (from 1992 edition)
Location:LEWISTOWN BORO
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.9 ft. [27.4 m]
Total length:226.1 ft. [68.9 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1981
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:3
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,372 [as of 2016]
Truck traffic:2% 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 corrrective action [3]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:61.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$719,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactoryFairFair637261.1
April 2014FairGoodFairFair600763.6
April 2012FairGoodSatisfactoryFair631563.6
April 2010FairGoodSatisfactorySatisfactory639074.7
April 2008PoorGoodSatisfactoryPoor639048.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4061,406000
Steel Protective Coatingsq. ft.32,25932,259000
Deck
Reinforced Concrete Decksq. ft.8,7368,55318300
Wearing Surfacessq. ft.7,8767,71216400
Substructure
Reinforced Concrete Pier Walllinear ft.8579600
Reinforced Concrete Abutmentlinear ft.115115000
Joints
Strip Seal Jointlinear ft.4100041
Compression Jointlinear ft.133096037
Bearings
Movable Bearingeach1919000
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach1919000
Steel Protective Coatingsq. ft.32,25932,259000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.232232000
Steel Protective Coatingsq. ft.32,25932,259000