SH 172 S-0 LM 6.11 over CREEK


+33.28396, -92.81012
33°17'02" N, 92°48'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 172 S-0 LM 6.11 over CREEK
Structure number:0000000000M3925
Location:1.0 M NO OF LISBON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:570 [as of 2014]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
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:94.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairGoodGoodSatisfactory57094.1
June 2014FairGoodGoodSatisfactory57094.1
June 2012FairGoodGoodFair59083.1
June 2010FairGoodGoodFair59083.1
May 2008FairGoodGoodFair59062.6
June 2006FairGoodGoodFair58062.6
May 2004FairGoodGoodSatisfactory58072.7
June 2002FairGoodGoodSatisfactory64072.5
April 2000FairVery GoodVery GoodSatisfactory59072.5
May 1998FairVery GoodVery GoodSatisfactory59072.5
April 1996GoodVery GoodVery GoodGood23578.3
April 1994GoodVery GoodVery GoodGood23578.3
April 1992GoodVery GoodVery GoodGood23578.3
May 1990GoodVery GoodVery GoodVery Good24478.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.513511200
Reinforced Concrete Top Flangesq. ft.1,4931,493000
Timber Pileeach2020000
Reinforced Concrete Pier Caplinear ft.114114000
Other Jointlinear ft.5656000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.114114000