US 79 S-1 LM 16.17 over NATIONS CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 79 S-1 LM 16.17 over NATIONS CREEK
Structure number:0000000000A1046
Location:0.5 MI NO OF WALKER , ARK
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:24.9 ft. [7.6 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1956
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:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,800 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:66.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,122,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactorySatisfactorySatisfactory480066.2
January 2016GoodGoodGoodGood490066.1
January 2014GoodGoodGoodGood490066.1
January 2012GoodGoodGoodGood570065.4
January 2010GoodGoodGoodGood570065.4
January 2008GoodGoodGoodGood520065.8
January 2006FairGoodGoodSatisfactory510067.2
February 2004FairGoodGoodSatisfactory510067.2
February 2002FairGoodGoodSatisfactory610066.0
February 2000GoodGoodGoodGood600066.1
February 1998GoodGoodGoodGood600064.1
March 1996GoodGoodGoodGood241567.5
February 1994GoodGoodGoodGood241567.4
February 1992GoodGoodGoodGood241563.4
January 1990GoodGoodGoodGood407861.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.6060000
Reinforced Concrete Pileeach2020000
Reinforced Concrete Pier Caplinear ft.150141540
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.300300000
Reinforced Concrete Slabsq. ft.4,4254,419330
Wearing Surfacessq. ft.3,9003,900000