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US 79 S-2 LM 8.72 over SMACKOVER CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 79 S-2 LM 8.72 over SMACKOVER CREEK
Structure number:0000000000A0825
Location:8.73 MI NO JCT US 82
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:34.1 ft. [10.4 m]
Total length:171.9 ft. [52.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:State Highway Agency [01]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,800 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:66.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$717,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairGoodSatisfactoryGood280066.5
February 2016GoodGoodGoodGood280066.5
February 2014GoodGoodGoodGood280066.5
February 2012GoodGoodGoodGood300061.6
February 2010GoodGoodGoodGood300061.6
February 2008GoodGoodGoodGood220063.9
February 2006GoodGoodGoodGood340060.5
February 2004GoodGoodGoodGood340060.5
February 2002GoodGoodGoodGood310061.0
February 2000GoodGoodGoodGood290061.6
February 1998GoodGoodGoodGood290059.6
February 1996GoodVery GoodGoodGood309070.5
March 1994GoodVery GoodGoodGood309070.5
January 1992GoodVery GoodGoodGood309068.5
January 1990GoodVery GoodGoodGood266169.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.860858200
Deck
Reinforced Concrete Top Flangesq. ft.5,3495,349000
Wearing Surfacessq. ft.4,4724,472000
Substructure
Reinforced Concrete Pileeach2002000
Reinforced Concrete Pier Caplinear ft.162162000
Joints
Assembly without Seal Jointlinear ft.194194000
Bearings
Movable Bearingeach2500250
Fixed Bearingeach2500250
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.344344000