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I40 RL EXIT RP over WOLF RIVER HARBOR

Map 

Coordinates:
+35.15278, -90.05611
35°09'10" N, 90°03'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: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: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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:1,640 [as of 2016]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201577.0Not deficientSatisfactoryGoodSatisfactory1640
January 201566.0Not deficientGoodGoodFair1640
January 201366.0Not deficientGoodGoodFair1640
March 201166.0Not deficientGoodGoodFair1640
April 200966.0Not deficientGoodGoodFair1640
May 200766.0Not deficientGoodGoodFair1640
August 200577.0Not deficientGoodGoodSatisfactory1640
August 200377.0Not deficientGoodGoodSatisfactory1640
September 200180.0Not deficientGoodGoodGood51530
January 200077.0Not deficientGoodGoodGood46690
December 199779.0Not deficientGoodGoodGood51000
February 199679.0Not deficientGoodGoodGood51000