SR 155-PA 155 over SALT RUN


+41.58675, -78.19540
41°35'12" N, 78°11'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 155-PA 155 over SALT RUN
Structure number:000000000008868
Old structure number:120155004000000 (from 1992 edition)
Location:1 MI N EMPORIUM
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:25.9 ft. [7.9 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1942
Year reconstructed:2018
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,072 [as of 2018]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Equal to present minimum criteria [6]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:87.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$840,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairVery GoodVery GoodSatisfactory207287.2
May 2016PoorPoorPoorFair207951.9
May 2014PoorPoorPoorFair205151.9
May 2012PoorPoorPoorFair207051.9
May 2010PoorPoorPoorFair208151.9
May 2008PoorPoorPoorFair227451.9
May 2006PoorPoorPoorFair223651.9
May 2004PoorPoorPoorFair245251.9
July 2002PoorPoorPoorFair238751.9
July 2000PoorPoorPoorFair236351.9
August 1998PoorPoorPoorFair301051.9
August 1996PoorFairPoorFair283054.9
February 1996PoorPoorPoorFair283052.9
August 1994PoorPoorPoorFair165055.9
August 1992PoorPoorPoorFair163056.0
May 1991PoorPoorPoorFair158356.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.200200000
Reinforced Concrete Decksq. ft.2,1122,112000
Wearing Surfacessq. ft.1,9201,920000
Masonry Pier Walllinear ft.4848000
Masonry Abutmentlinear ft.117117000
Elastomeric Bearingeach3232000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.110110000
Steel Protective Coatingsq. ft.21,50621,506000