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I40 RL EXIT RP over WOLF RIVER HARBOR

Map

Coordinates:
+35.15286, -90.05631
35°09'10" N, 90°03'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I40 RL EXIT RP over WOLF RIVER HARBOR
Structure number:79I00400143
Location:AT I40/MS RV BRIDGE
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:350.1 ft. [106.7 m]
Total length:1443.0 ft. [439.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:52.5 ft. [16.0 m]
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:11
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:Fair
Status:Open, no restriction [A]
Average daily traffic:1,640 [as of 2017]
Truck traffic:27% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$20,633,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactoryGoodSatisfactory164077.0
November 2015FairSatisfactoryGoodSatisfactory164077.0
January 2015FairGoodGoodFair164066.0
January 2013FairGoodGoodFair164066.0
March 2011FairGoodGoodFair164066.0
April 2009FairGoodGoodFair164066.0
May 2007FairGoodGoodFair164066.0
August 2005FairGoodGoodSatisfactory164077.0
August 2003FairGoodGoodSatisfactory164077.0
September 2001GoodGoodGoodGood5153080.0
January 2000GoodGoodGoodGood4669077.0
December 1997GoodGoodGoodGood5100079.0
February 1996GoodGoodGoodGood5100079.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8,7298,729000
Deck
Reinforced Concrete Decksq. ft.56,28956,289000
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.3939000
Reinforced Concrete Pier Caplinear ft.429429000
Joints
Strip Seal Jointlinear ft.117117000
Assembly with Sealeach3939000
Bearings
Movable Bearingeach5757000
Fixed Bearingeach4141000
Bridge Rail
Other Material Bridge Raillinear ft.2,8872,887000