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US 167 S-2 LM 2.42 over SALT CREEK

Map

Coordinates:
+33.27973, -92.62071
33°16'47" N, 92°37'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 167 S-2 LM 2.42 over SALT CREEK
Structure number:000000000002836
Location:2.26 MI NE JCT SH 7
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:33.1 ft. [10.1 m]
Total length:87.9 ft. [26.8 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:1953
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,300 [as of 2015]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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:57.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairGoodGoodFair530057.5
April 2014FairGoodGoodFair460058.0
April 2012FairGoodGoodSatisfactory540069.1
April 2010FairGoodGoodSatisfactory520069.2
April 2008FairGoodGoodSatisfactory520075.5
April 2006FairGoodGoodSatisfactory540067.8
June 2004FairGoodGoodSatisfactory500065.3
May 2002FairGoodGoodSatisfactory760062.4
April 2000GoodGoodGoodGood580063.5
May 1998GoodGoodGoodGood580061.5
April 1996GoodGoodGoodGood244564.5
April 1994GoodGoodGoodGood244570.7
April 1992GoodGoodGoodGood244570.7
May 1990GoodGoodGoodGood640968.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pileeach1001000
Reinforced Concrete Pier Caplinear ft.120120000
Joints
Pourable Jointlinear ft.5959000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.176176000
Deck
Reinforced Concrete Slabsq. ft.2,2882,288000
Wearing Surfacessq. ft.2,2002,200000