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I-240 EB over CANE CREEK

Map

Coordinates:
+35.09067, -90.02569
35°05'26" N, 90°01'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-240 EB over CANE CREEK
Structure number:79I02400055
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:88,770 [as of 2017]
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:90.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactorySatisfactory8877090.8
January 2016FairSatisfactorySatisfactorySatisfactory10343090.1
February 2015FairSatisfactorySatisfactorySatisfactory10211090.2
February 2013FairSatisfactoryGoodSatisfactory9849090.3
March 2011FairSatisfactoryGoodSatisfactory10128090.2
April 2009FairSatisfactoryGoodSatisfactory10025090.2
June 2007FairSatisfactoryGoodSatisfactory10441090.1
August 2005FairSatisfactoryGoodSatisfactory9887090.3
August 2003FairSatisfactoryGoodSatisfactory10080090.2
September 2001FairSatisfactoryGoodSatisfactory10494090.0
February 2000FairSatisfactoryGoodSatisfactory8290091.1
January 1998FairSatisfactoryGoodSatisfactory9246085.8
September 1995FairSatisfactoryGoodSatisfactory9084087.8
August 1993FairSatisfactoryGoodSatisfactory8806088.0
November 1991FairSatisfactoryGoodSatisfactory8470088.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.963961020
Deck
Reinforced Concrete Decksq. ft.6,2065,87732090
Wearing Surfacessq. ft.5,6715,34332080
Substructure
Reinforced Concrete Abutmentlinear ft.134134000
Reinforced Concrete Pileeach2828000
Reinforced Concrete Pier Caplinear ft.1341241000
Bearings
Elastomeric Bearingeach5454000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.214212200