I-240 WB over CANE CREEK


+35.09067, -90.02553
35°05'26" N, 90°01'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-240 WB over CANE CREEK
Structure number:79I02400056
Location:1.23 MI. N OF I-55 JCT.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:33.1 ft. [10.1 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:57.7 ft. [17.6 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:103,430 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:90.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactorySatisfactory10343090.1
February 2015FairSatisfactorySatisfactorySatisfactory10211090.2
February 2013FairSatisfactorySatisfactorySatisfactory9849090.3
March 2011FairSatisfactorySatisfactorySatisfactory10128090.2
April 2009FairSatisfactorySatisfactorySatisfactory10025090.2
June 2007FairSatisfactorySatisfactorySatisfactory10441090.1
August 2005FairSatisfactorySatisfactorySatisfactory9887090.3
June 2003FairSatisfactorySatisfactorySatisfactory10080090.2
September 2001FairSatisfactorySatisfactorySatisfactory10494090.0
February 2000FairSatisfactorySatisfactorySatisfactory8290091.1
January 1998FairSatisfactorySatisfactorySatisfactory9246085.8
September 1995FairSatisfactorySatisfactorySatisfactory9084087.8
August 1993FairSatisfactorySatisfactorySatisfactory8806088.0
November 1990FairSatisfactorySatisfactorySatisfactory8470088.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.963963000
Reinforced Concrete Decksq. ft.6,2065,707482170
Wearing Surfacessq. ft.5,6715,174480170
Reinforced Concrete Abutmentlinear ft.130130000
Reinforced Concrete Pileeach2828000
Reinforced Concrete Pier Caplinear ft.130130000
Elastomeric Bearingeach5454000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.214214000