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SH 16/Cleburne Co over CADRON CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 16/Cleburne Co over CADRON CREEK
Structure number:000000000003331
Location:1.30 MI NW JCT SH16-25
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:132.9 ft. [40.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1961
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:7
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,500 [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:Good [7 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:Equal to present desirable criteria [8]
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:61.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodGoodGood250061.8
April 2016GoodGoodGoodGood230076.2
April 2014GoodGoodGoodGood230076.2
April 2012GoodGoodGoodGood230076.2
May 2010GoodGoodGoodGood230076.2
May 2008GoodGoodGoodGood230054.1
June 2006GoodGoodGoodGood210054.3
May 2004GoodGoodGoodGood230054.1
April 2002GoodVery GoodGoodVery Good190056.4
May 2000GoodVery GoodGoodVery Good180056.5
April 1998GoodVery GoodGoodVery Good180056.5
April 1996FairGoodSatisfactoryGood72563.8
April 1994FairGoodSatisfactoryGood72563.1
April 1992FairGoodSatisfactoryGood72563.1
April 1990FairGoodSatisfactoryVery Good85557.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.93187736180
Deck
Reinforced Concrete Top Flangesq. ft.3,4853,35313200
Wearing Surfacessq. ft.3,2052,8711901440
Substructure
Reinforced Concrete Columneach125610
Reinforced Concrete Pier Caplinear ft.212197690
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.26616510100
Steel Protective Coatingsq. ft.79849800300