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I55 over CANE CREEK

Map

Coordinates:
+35.07536, -90.03922
35°04'31" N, 90°02'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I55 over CANE CREEK
Structure number:79I00550043
Location:.8 MI W OF I240 JCT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.0 ft. [19.8 m]
Total length:193.9 ft. [59.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Skew angle:47°
Owner:State Highway Agency [01]
Year built:1963
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:83,630 [as of 2015]
Truck traffic:24% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:91.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryVery GoodSatisfactory8363091.2
February 2015FairSatisfactoryVery GoodSatisfactory8103090.3
February 2013FairSatisfactoryVery GoodSatisfactory8912089.9
April 2011FairSatisfactoryVery GoodSatisfactory7625090.5
April 2009FairSatisfactoryVery GoodSatisfactory8700090.0
June 2007FairSatisfactoryVery GoodSatisfactory9162089.8
August 2005FairSatisfactoryGoodSatisfactory9162089.8
August 2003FairSatisfactoryGoodSatisfactory8845088.9
September 2001FairSatisfactoryGoodSatisfactory9062088.8
January 2000FairSatisfactoryGoodSatisfactory8079085.4
January 1998FairSatisfactoryGoodSatisfactory7762087.7
August 1995FairSatisfactoryGoodSatisfactory7298086.1
August 1993FairSatisfactoryGoodSatisfactory7094086.3
November 1991FairSatisfactoryGoodSatisfactory6617086.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,5812,575600
Deck
Reinforced Concrete Decksq. ft.10,71910,719000
Wearing Surfacessq. ft.10,32210,322000
Substructure
Reinforced Concrete Columneach87100
Reinforced Concrete Abutmentlinear ft.159159000
Reinforced Concrete Pier Caplinear ft.153153000
Joints
Pourable Jointlinear ft.5405400
Bearings
Elastomeric Bearingeach7878000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.397395200