SH 84 - 02 -13.50 over LITTLE SELF CREEK


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.
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.8787000
Reinforced Concrete Pier Caplinear ft.1131031000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000
Reinforced Concrete Slabsq. ft.2,8802,8285200
Wearing Surfacessq. ft.2,6401,94070000