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I40 over WOLF RIVER

Map

Coordinates:
+35.15581, -89.87975
35°09'21" N, 89°52'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I40 over WOLF RIVER
Structure number:79I00400103
Location:.5 MI W OF I240 JCT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:160.1 ft. [48.8 m]
Total length:1145.1 ft. [349.0 m]
Roadway width between curbs:201.1 ft. [61.3 m]
Deck width edge-to-edge:203.4 ft. [62.0 m]
Owner:State Highway Agency [01]
Year built:2016
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:4
Main spans material:Steel continuous [4]
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: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:153,080 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:85.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$55,880,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016GoodGoodVery GoodGood15308085.0
January 2015FairGoodSatisfactorySatisfactory14670073.0
June 2013FairGoodSatisfactorySatisfactory14984073.0
July 2011FairGoodSatisfactorySatisfactory14950073.0
July 2009FairGoodSatisfactorySatisfactory13424073.0
July 2007FairGoodSatisfactoryGood15375073.0
July 2005FairGoodSatisfactoryGood15496073.0
July 2003FairGoodSatisfactoryGood14333073.0
August 2001GoodGoodGoodGood12632075.0
September 1999GoodGoodGoodGood12861075.0
December 1997GoodGoodGoodGood9916075.0
August 1995FairSatisfactorySatisfactorySatisfactory10165069.2
August 1993FairSatisfactorySatisfactorySatisfactory8400070.9
November 1991FairFairSatisfactorySatisfactory8138070.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8,6768,676000
Steel Protective Coatingsq. ft.8,6768,676000
Prestressed Concrete Girder/Beamlinear ft.15,24915,249000
Deck
Reinforced Concrete Decksq. ft.235,756235,756000
Substructure
Reinforced Concrete Abutmentlinear ft.412412000
Steel Pileeach400400000
Steel Protective Coatingsq. ft.400400000
Reinforced Concrete Pier Caplinear ft.1,9941,994000
Joints
Pourable Jointlinear ft.203203000
Assembly with Sealeach203203000
Bearings
Elastomeric Bearingeach161161000
Movable Bearingeach3636000
Fixed Bearingeach5454000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,4353,435000