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SH 25/Cleburne Co. over CADRON CR.

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 25/Cleburne Co. over CADRON CR.
Structure number:000000000000865
Location:0.15 W JCT SH25-107
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 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:1929
Year reconstructed:1960
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,300 [as of 2014]
Truck traffic:21% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 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 minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:40.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$434,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairGoodFairGood530040.8
January 2016FairGoodFairGood610040.8
January 2014FairGoodFairGood610040.8
January 2012FairGoodSatisfactoryGood550043.0
January 2010FairGoodSatisfactoryGood550043.0
January 2008FairGoodSatisfactoryGood440043.7
January 2006FairGoodSatisfactoryGood440043.7
January 2004FairGoodSatisfactoryGood440043.7
February 2002FairGoodSatisfactoryGood430043.8
January 2000FairGoodSatisfactoryGood430043.8
February 1998FairGoodSatisfactoryGood337546.8
February 1997FairGoodSatisfactoryGood337546.8
February 1995FairGoodSatisfactoryGood165054.8
February 1993FairGoodSatisfactoryGood165054.8
February 1992FairGoodSatisfactoryGood195653.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3603461022
Reinforced Concrete Girder/Beamlinear ft.180177300
Deck
Reinforced Concrete Top Flangesq. ft.2,3402,337300
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.1161011500
Reinforced Concrete Pier Caplinear ft.5252000
Bearings
Movable Bearingeach66000
Fixed Bearingeach88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.180180000