I40-EB-RP TO I240 over I40-RP-K / I240-RL-EX-RP


+35.14667, -90.02278
35°08'48" N, 90°01'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I40-EB-RP TO I240 over I40-RP-K / I240-RL-EX-RP
Structure number:79I00400021
Location:I40 - I240 JCT
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:87.9 ft. [26.8 m]
Total length:255.9 ft. [78.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:66°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:13,000 [as of 2015]
Truck traffic:27% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:51.5 tons [46.8 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:79.9
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. ratingEvaluationDeckSuper.Sub.ADT
January 201579.9Not deficientSatisfactorySatisfactoryGood13000
January 201383.5Not deficientGoodSatisfactoryGood13000
March 201183.5Not deficientGoodGoodGood13000
April 200983.5Not deficientGoodGoodGood13000
June 200783.5Not deficientGoodGoodGood13000
August 200525.0Structurally deficientGoodGoodGood13000
August 200382.7Not deficientGoodGoodGood13000
September 200182.0Not deficientGoodGoodGood66050
January 200095.0Not deficientGoodGoodGood71150
December 199797.0Not deficientGoodGoodGood61300
August 199575.0Functionally obsoleteFairGoodGood58830
August 199375.0Functionally obsoleteFairGoodGood55240
November 199175.0Functionally obsoleteFairGoodGood46590