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I40 LL ENT RP over WOLF RIVER HARBOR

Map

Coordinates:
+35.15469, -90.05081
35°09'17" N, 90°03'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I40 LL ENT RP over WOLF RIVER HARBOR
Structure number:79I00400145
Location:AT I40/MS RV BRIDGE
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:355.0 ft. [108.2 m]
Total length:1721.2 ft. [524.6 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:29.9 ft. [9.1 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:13
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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,170 [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:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:In place but re-evaluation of design suggested [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:76.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactoryGoodVery Good217076.1
September 2015FairSatisfactoryGoodVery Good217076.1
January 2015FairSatisfactoryGoodVery Good217076.1
January 2013FairSatisfactoryGoodVery Good217076.1
March 2011FairSatisfactoryGoodFair217065.0
April 2009FairSatisfactoryGoodFair217065.0
May 2007FairSatisfactoryGoodFair217067.1
August 2005FairSatisfactoryGoodFair217067.1
August 2003FairGoodGoodSatisfactory217080.1
September 2001GoodGoodGoodGood5203068.9
January 2000GoodGoodGoodGood5672069.0
December 1997GoodGoodGoodGood5100072.0
February 1996GoodGoodGoodGood5100069.8