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I40 LL ENT RP over WOLF RIVER HARBOR

Map

Coordinates:
+35.15444, -90.05056
35°09'16" N, 90°03'02" 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:53.8 ft. [16.4 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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201676.1FairSatisfactoryGoodVery GoodFO2170
September 201576.1FairSatisfactoryGoodVery GoodFO2170
January 201576.1FairSatisfactoryGoodVery GoodFO2170
January 201376.1FairSatisfactoryGoodVery GoodFO2170
March 201165.0FairSatisfactoryGoodFairFO2170
April 200965.0FairSatisfactoryGoodFairFO2170
May 200767.1FairSatisfactoryGoodFair-2170
August 200567.1FairSatisfactoryGoodFair-2170
August 200380.1FairGoodGoodSatisfactory-2170
September 200168.9GoodGoodGoodGood-52030
January 200069.0GoodGoodGoodGood-56720
December 199772.0GoodGoodGoodGood-51000
February 199669.8GoodGoodGoodGoodFO51000