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SR 103-PA 103 over JACKS CREEK

Map

Coordinates:
+40.58434, -77.55736
40°35'04" N, 77°33'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 103-PA 103 over JACKS CREEK
Structure number:000000000042324
Old structure number:443006008100000 (from 1992 edition)
Location:LEWISTOWN BOROUGH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:64.0 ft. [19.5 m]
Total length:168.0 ft. [51.2 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:State Highway Agency [01]
Year built:1965
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:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
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:1,811 [as of 2015]
Truck traffic:10% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:83.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$799,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactoryFairFair181183.4
May 2014FairSatisfactoryFairFair157985.5
May 2012FairSatisfactoryFairFair159685.5
May 2010FairSatisfactoryFairFair200085.4
May 2008FairSatisfactoryFairFair200084.4
May 2006FairFairFairFair231683.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,1431,142100
Deck
Reinforced Concrete Decksq. ft.6,7716,36540600
Substructure
Reinforced Concrete Pier Walllinear ft.84681600
Reinforced Concrete Abutmentlinear ft.8883500
Joints
Pourable Jointlinear ft.8074600
Other Jointlinear ft.8080000
Bearings
Elastomeric Bearingeach4040000
Bridge Rail
Other Material Bridge Raillinear ft.169016900