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SR 4 over SHELBY CREEK

Map

Coordinates:
+34.75129, -89.10267
34°45'05" N, 89°06'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4 over SHELBY CREEK
Structure number:310000400510290
Location:0.8 MI W TIPPAH CL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:60.0 ft. [18.3 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:95.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodGoodGoodVery Good120095.7
January 2016GoodVery GoodGoodVery Good100096.1
January 2014GoodVery GoodVery GoodVery Good100096.1
January 2012GoodVery GoodVery GoodVery Good110095.9
January 2010GoodVery GoodVery GoodVery Good110095.9
January 2008GoodVery GoodVery GoodVery Good120095.7
January 2006GoodVery GoodVery GoodVery Good120097.7
January 2004GoodVery GoodVery GoodVery Good120097.7
January 2002GoodVery GoodVery GoodVery Good110097.9
January 2000GoodVery GoodVery GoodVery Good110097.9
January 1998GoodVery GoodVery GoodVery Good110097.9
January 1996GoodVery GoodVery GoodVery Good110097.9
January 1995GoodVery GoodVery GoodVery Good78098.5
January 1992GoodVery GoodVery GoodVery Good78098.5
August 1990GoodVery GoodVery GoodVery Good78098.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.900895500
Deck
Reinforced Concrete Decksq. ft.6,9905,8601,13000
Substructure
Reinforced Concrete Abutmentlinear ft.1351161900
Steel Pileeach2012800
Steel Protective Coatingsq. ft.1,6261,626000
Reinforced Concrete Pier Caplinear ft.8080000
Joints
Compression Jointlinear ft.80045350
Bearings
Elastomeric Bearingeach2020000
Movable Bearingeach100640
Steel Protective Coatingsq. ft.100370
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3603481200