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I40 over FLETCHER CREEK

Map

Coordinates:
+35.18953, -89.80422
35°11'22" N, 89°48'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I40 over FLETCHER CREEK
Structure number:79I00400115
Location:.8 MI W OF SR177 JCT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:55.1 ft. [16.8 m]
Total length:137.1 ft. [41.8 m]
Roadway width between curbs:140.1 ft. [42.7 m]
Deck width edge-to-edge:144.0 ft. [43.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:98,940 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:79.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,904,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairGoodGoodSatisfactory9894079.0
February 2015GoodGoodGoodGood9700079.0
February 2013GoodGoodGoodGood9598079.0
March 2011GoodGoodGoodGood10052079.0
April 2009GoodGoodGoodGood10500079.0
June 2007GoodGoodGoodGood8683079.0
August 2005GoodGoodGoodGood8913078.0
August 2003GoodGoodGoodGood8415079.0
September 2001GoodGoodGoodGood7428078.0
January 2000GoodVery GoodVery GoodVery Good7372078.0
December 1997GoodVery GoodVery GoodVery Good5376080.0
August 1995FairSatisfactoryGoodSatisfactory6657087.7
August 1993FairSatisfactoryGoodSatisfactory5067089.0
November 1991FairSatisfactoryGoodSatisfactory5437088.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,0402,040000
Deck
Reinforced Concrete Decksq. ft.19,78819,788000
Substructure
Reinforced Concrete Abutmentlinear ft.293292100
Reinforced Concrete Pileeach9191000
Reinforced Concrete Pier Caplinear ft.283283000
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.272272000