Share:

SR 0090 EB over OVER SIX MILE CREEK

Map

Coordinates:
+42.12625, -79.95076
42°07'34" N, 79°57'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0090 EB over OVER SIX MILE CREEK
Structure number:000000000046746
Old structure number:250090033000000 (from 1992 edition)
Location:HARBOR CREEK TWP
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:290.0 ft. [88.4 m]
Total length:753.0 ft. [229.5 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Owner:State Highway Agency [01]
Year built:2011
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,877 [as of 2018]
Truck traffic:19% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodGoodVery GoodVery Good2087798.0
June 2016GoodGoodVery GoodVery Good1757698.0
June 2014GoodGoodVery GoodVery Good1681698.0
June 2012GoodGoodVery GoodVery Good1116498.0
October 2011GoodGoodVery GoodVery Good1116498.0
July 2009PoorFairSeriousFair1486021.8
June 2007PoorFairSeriousFair1983521.8
June 2006PoorSatisfactorySeriousSatisfactory1925722.8
July 2005PoorSatisfactorySeriousSatisfactory1701422.5
July 2004PoorSatisfactoryPoorSatisfactory1648644.1
September 2003PoorSatisfactoryPoorSatisfactory1648644.1
June 2002PoorSatisfactoryPoorSatisfactory1719443.8
July 2001PoorSatisfactoryPoorSatisfactory1678944.0
July 2000PoorSatisfactoryPoorSatisfactory1678944.0
July 1999PoorSatisfactoryPoorSatisfactory1613144.3
May 1998PoorSatisfactoryPoorSatisfactory1395745.4
June 1997PoorSatisfactoryPoorSatisfactory1361745.6
August 1996FairSatisfactoryFairSatisfactory1361763.6
November 1995FairSatisfactoryFairSatisfactory1344863.8
May 1994FairGoodFairSatisfactory1312055.5
July 1993FairGoodFairSatisfactory1312055.5
September 1991FairGoodFairGood1296955.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,9842,984000
Steel Protective Coatingsq. ft.67,91567,8833200
Deck
Reinforced Concrete Decksq. ft.35,42831,6983,73000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.1181021600
Reinforced Concrete Pier Caplinear ft.8888000
Bearings
Pot Bearingeach1616000
Steel Protective Coatingsq. ft.8578700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4961,496000