SR 1031 over SR 0081 I-81 NB & SB


+41.52758, -75.65382
41°31'39" N, 75°39'14" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1031 over SR 0081 I-81 NB & SB
Structure number:000000000020700
Old structure number:351031002017960 (from 1992 edition)
Location:SCOTT TWP OVER I-81
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:74.2 ft. [22.6 m]
Total length:227.0 ft. [69.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1985
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$513,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactorySatisfactoryGood60094.9
August 2014FairSatisfactorySatisfactoryGood61094.9
August 2012FairSatisfactorySatisfactoryGood61497.9
August 2010FairGoodSatisfactoryGood51497.9
August 2008PoorSatisfactorySatisfactoryPoor51265.9
July 2006PoorSatisfactorySatisfactoryPoor26066.9
July 2004PoorSatisfactorySatisfactoryPoor25349.9
August 2002FairSatisfactorySatisfactoryFair25162.9
September 2000FairSatisfactorySatisfactoryFair46662.8
December 1998FairGoodSatisfactoryFair45762.8
March 1997FairSatisfactorySatisfactoryFair43979.9
May 1995FairSatisfactorySatisfactorySatisfactory43093.9
August 1993FairSatisfactorySatisfactorySatisfactory98386.2
November 1991FairGoodSatisfactorySatisfactory95586.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.1,7301,6666400
Reinforced Concrete Decksq. ft.7,6267,626000
Wearing Surfacessq. ft.6,3746,374000
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.135135000
Reinforced Concrete Pier Caplinear ft.117117000
Strip Seal Jointlinear ft.186186000
Elastomeric Bearingeach3636000
Bridge Rail
Other Material Bridge Raillinear ft.455455000