SR 120-PA 120 over LAUREL RUN


+41.41868, -78.60385
41°25'07" N, 78°36'14" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 120-PA 120 over LAUREL RUN
Structure number:000000000015524
Old structure number:240120019000000 (from 1992 edition)
Location:2 MI W ST MARYS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:25.9 ft. [7.9 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,546 [as of 2018]
Truck traffic:3% 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: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:90.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$359,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactorySatisfactory354690.7
May 2016FairSatisfactorySatisfactorySatisfactory358990.7
May 2014FairSatisfactorySatisfactorySatisfactory358790.7
May 2012FairSatisfactorySatisfactorySatisfactory382990.2
May 2010FairSatisfactorySatisfactorySatisfactory384990.1
May 2008FairSatisfactorySatisfactorySatisfactory316691.5
May 2006FairSatisfactorySatisfactorySatisfactory314492.6
May 2004FairSatisfactorySatisfactorySatisfactory298692.9
June 2002FairSatisfactorySatisfactorySatisfactory480586.2
July 2000FairSatisfactorySatisfactorySatisfactory475787.3
July 1998FairSatisfactorySatisfactorySatisfactory542185.9
July 1996FairSatisfactorySatisfactoryGood509885.6
July 1994FairSatisfactorySatisfactoryGood492985.9
July 1992FairSatisfactorySatisfactoryGood487186.0
July 1991FairSatisfactorySatisfactoryGood481387.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.228228000
Reinforced Concrete Decksq. ft.1,1101,0991100
Wearing Surfacessq. ft.1,0341,034000
Reinforced Concrete Abutmentlinear ft.141141000
Enclosed/Concealed Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2827010