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I-240 WB over CANE CREEK

Map

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

Facts

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, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.963963000
Deck
Reinforced Concrete Decksq. ft.6,2065,707482170
Wearing Surfacessq. ft.5,6715,174480170
Substructure
Reinforced Concrete Abutmentlinear ft.130130000
Reinforced Concrete Pileeach2828000
Reinforced Concrete Pier Caplinear ft.130130000
Bearings
Elastomeric Bearingeach5454000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.214214000