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HOG JOWL ROAD over SHAW BRANCH

Map

Coordinates:
+34.75273, -85.36848
34°45'10" N, 85°22'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOG JOWL ROAD over SHAW BRANCH
Structure number:000000029550690
Location:5.9 MI NW OF LAFAYETTE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:13.1 ft. [4.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:County Highway Agency [02]
Year built:1948
Year reconstructed:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
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:Posted for load [P]
Average daily traffic:740 [as of 2011]
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:Basically intolerable requiring high priority of replacement [2]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:48.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$147,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodSatisfactoryGood74048.1
February 2015GoodGoodGoodGood74048.1
February 2013GoodGoodGoodGood74048.1
February 2011GoodGoodGoodGood199043.2
February 2009GoodGoodGoodGood199043.2
January 2007GoodGoodGoodGood199043.2
January 2005GoodGoodGoodGood211069.2
January 2003GoodGoodGoodGood97073.2
January 2001GoodGoodGoodGood122073.0
January 1999FairSatisfactoryGoodGood107073.1
June 1996FairSatisfactorySatisfactorySatisfactory94071.1
April 1994FairSatisfactorySatisfactorySatisfactory93071.6
April 1992FairSatisfactorySatisfactorySatisfactory93071.6
September 1990FairSatisfactorySatisfactoryFair89060.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.354035400
Steel Protective Coatingsq. ft.1,491001,4910
Deck
Reinforced Concrete Decksq. ft.739739000
Wearing Surfacessq. ft.739739000
Substructure
Reinforced Concrete Pier Walllinear ft.3030000
Reinforced Concrete Abutmentlinear ft.6464000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5050000