SH 16/Cleburne Co. over NF CADRON CR


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 16/Cleburne Co. over NF CADRON CR
Structure number:000000000003330
Location:.4 MI N JCT SH 225 & 16
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,400 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 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 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:63.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$404,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairGoodSatisfactorySatisfactory240063.0
June 2016FairGoodSatisfactoryVery Good220074.4
June 2014FairGoodSatisfactoryVery Good220074.4
June 2012FairGoodSatisfactoryVery Good250073.6
June 2010FairGoodSatisfactoryVery Good250073.6
May 2008FairGoodSatisfactoryVery Good250049.3
June 2006FairGoodSatisfactoryVery Good230050.1
May 2004FairGoodSatisfactoryVery Good230050.1
April 2002FairGoodSatisfactoryVery Good230049.9
May 2000FairGoodSatisfactoryVery Good210050.6
April 1998GoodGoodGoodVery Good210050.6
April 1996GoodGoodGoodVery Good81057.6
April 1994GoodGoodGoodVery Good81057.6
April 1992GoodGoodGoodVery Good81057.6
April 1990GoodGoodGoodVery Good85555.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.53241481100
Reinforced Concrete Top Flangesq. ft.1,9761,968800
Wearing Surfacessq. ft.1,8241,67415000
Reinforced Concrete Columneach64200
Reinforced Concrete Abutmentlinear ft.7575000
Reinforced Concrete Pile Cap/Footinglinear ft.55000
Reinforced Concrete Pier Caplinear ft.7971080
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.152015200
Steel Protective Coatingsq. ft.45600228228