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SH 84 - 02 -13.50 over LITTLE SELF CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 84 - 02 -13.50 over LITTLE SELF CREEK
Structure number:000000000003955
Location:5.0 MI W JCT US 70 & 84
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,100 [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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:69.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactorySatisfactorySatisfactory110069.9
July 2016FairSatisfactorySatisfactorySatisfactory150067.6
July 2014FairSatisfactorySatisfactorySatisfactory150067.6
July 2012FairSatisfactorySatisfactorySatisfactory85069.1
August 2010FairSatisfactorySatisfactorySatisfactory85069.1
August 2008FairSatisfactorySatisfactorySatisfactory85057.2
July 2006FairSatisfactorySatisfactorySatisfactory90057.0
August 2004FairSatisfactorySatisfactorySatisfactory91057.0
September 2002GoodGoodGoodGood93056.7
July 2000GoodGoodGoodGood120055.9
March 1998GoodGoodGoodGood120057.9
October 1996GoodGoodGoodGood41566.0
June 1994GoodGoodGoodGood41565.0
June 1992GoodGoodGoodGood41565.0
April 1990GoodGoodGoodGood62470.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.8787000
Reinforced Concrete Pier Caplinear ft.1131031000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000
Deck
Reinforced Concrete Slabsq. ft.2,8802,8285200
Wearing Surfacessq. ft.2,6401,94070000