SR 155-PA 155 over PORTAGE CREEK


+41.56703, -78.20104
41°34'01" N, 78°12'04" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 155-PA 155 over PORTAGE CREEK
Structure number:000000000008869
Old structure number:120155007000000 (from 1992 edition)
Location:3 MI N EMPORIUM
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:65.0 ft. [19.8 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
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 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:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:87.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactoryGoodGood207287.2
May 2016GoodGoodGoodGood207987.1
May 2014GoodGoodGoodVery Good205187.3
May 2012GoodGoodGoodVery Good207087.2
May 2010GoodGoodGoodVery Good208187.1
May 2008GoodGoodVery GoodVery Good227486.1
May 2006GoodGoodVery GoodVery Good223686.3
May 2004GoodGoodVery GoodVery Good245285.2
October 2003GoodVery GoodVery GoodVery Good242885.3
July 2002GoodVery GoodVery GoodVery Good238785.5
July 2000GoodVery GoodVery GoodVery Good236385.7
August 1998GoodVery GoodExcellentVery Good301082.9
December 1996GoodExcellentExcellentExcellent283083.3
March 1996PoorPoorPoorFair283012.0
March 1995PoorPoorPoorFair165019.8
March 1993PoorPoorPoorFair163047.0
July 1991PoorPoorPoorFair158346.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.906899700
Reinforced Concrete Decksq. ft.5,2543,8441,41000
Reinforced Concrete Pier Walllinear ft.7070000
Reinforced Concrete Abutmentlinear ft.144144000
Pourable Jointlinear ft.122001220
Elastomeric Bearingeach2828000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.266266000