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SH 123 over Big Piney

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 123 over Big Piney
Structure number:000000000001597
Location:5.64 M W Pope Co Line
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:141.1 ft. [43.0 m]
Total length:461.0 ft. [140.5 m]
Roadway width between curbs:12.1 ft. [3.7 m]
Deck width edge-to-edge:13.1 ft. [4.0 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1931
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:43.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$829,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairFairFairSatisfactory10043.3
May 2017FairFairFairSatisfactory10043.3
May 2016FairFairFairSatisfactory10042.8
April 2015FairFairFairSatisfactory10042.8
April 2014FairFairFairSatisfactory10042.8
April 2013FairFairFairGood11040.8
May 2012FairFairFairGood11040.8
May 2011FairFairFairGood11040.8
April 2010FairSatisfactoryFairGood11048.8
April 2009FairSatisfactoryFairGood11048.8
June 2008FairSatisfactorySatisfactoryGood10052.8
June 2007FairSatisfactorySatisfactoryGood10052.8
May 2006FairGoodSatisfactoryGood10052.8
May 2005FairGoodSatisfactoryGood7052.9
May 2004FairGoodSatisfactoryGood7052.9
May 2003FairGoodFairGood8042.6
June 2002FairGoodFairGood8042.6
May 2001GoodGoodGoodVery Good10052.6
April 2000GoodGoodVery GoodVery Good10052.6
April 1999GoodGoodVery GoodVery Good10052.6
May 1998GoodGoodVery GoodVery Good10052.6
May 1997GoodGoodVery GoodVery Good4052.7
June 1996GoodGoodVery GoodVery Good4052.7
June 1995GoodGoodVery GoodVery Good4052.7
June 1994GoodGoodVery GoodVery Good4052.7
May 1993GoodGoodVery GoodVery Good4052.7
May 1992GoodGoodVery GoodVery Good4052.7
June 1990GoodGoodVery GoodVery Good3152.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.6406301000
Steel Stringerlinear ft.55202003520
Deck
Reinforced Concrete Decksq. ft.1,85801,85800
Superstructure
Steel Trusslinear ft.280028000
Steel Floor Beamlinear ft.1830143400
Deck
Reinforced Concrete Top Flangesq. ft.4,80004,720800
Superstructure
Steel Gusset Plateeach3203200
Substructure
Reinforced Concrete Columneach168800
Reinforced Concrete Abutmentlinear ft.8080000
Reinforced Concrete Pier Caplinear ft.144144000
Bearings
Movable Bearingeach20020
Fixed Bearingeach20200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.280028000
Reinforced Concrete Bridge Raillinear ft.640640000