SH 25/Cleburne Co over PINEY CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 25/Cleburne Co over PINEY CREEK
Structure number:000000000000866
Location:2.5 MI SW JCT 107-25
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:44.9 ft. [13.7 m]
Total length:137.1 ft. [41.8 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:1929
Year reconstructed:1960
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:3,800 [as of 2014]
Truck traffic:10% 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:Meets minimum tolerable limits to be left in place as is [4]
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:48.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$535,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodSatisfactorySatisfactory380048.5
February 2016FairGoodSatisfactorySatisfactory430047.2
February 2015FairGoodSatisfactorySatisfactory430047.2
February 2014FairGoodSatisfactorySatisfactory320050.0
February 2013FairGoodSatisfactorySatisfactory320050.0
February 2012FairGoodSatisfactorySatisfactory320072.8
February 2011FairGoodSatisfactorySatisfactory320072.8
February 2010FairGoodSatisfactorySatisfactory320072.8
February 2009FairGoodSatisfactorySatisfactory370072.0
February 2008FairGoodSatisfactorySatisfactory300073.1
January 2007FairGoodSatisfactorySatisfactory300073.1
February 2006FairGoodSatisfactorySatisfactory300073.1
February 2005FairGoodSatisfactorySatisfactory300073.1
January 2003FairGoodSatisfactorySatisfactory270073.6
February 2002FairGoodSatisfactorySatisfactory270073.6
January 2001FairGoodSatisfactorySatisfactory270073.6
January 2000FairGoodSatisfactorySatisfactory270073.6
February 1999FairGoodSatisfactorySatisfactory270073.6
February 1998FairGoodSatisfactorySatisfactory265073.7
February 1997FairGoodSatisfactorySatisfactory109578.3
February 1996FairGoodSatisfactorySatisfactory109578.3
February 1995FairGoodSatisfactorySatisfactory109578.3
February 1994FairGoodSatisfactorySatisfactory109532.6
February 1993FairGoodSatisfactorySatisfactory109532.6
April 1990FairGoodSatisfactorySatisfactory190228.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.39924115080
Reinforced Concrete Girder/Beamlinear ft.2262141110
Reinforced Concrete Top Flangesq. ft.3,3263,23180150
Reinforced Concrete Columneach60600
Reinforced Concrete Pier Walllinear ft.2020000
Reinforced Concrete Abutmentlinear ft.993552120
Reinforced Concrete Pile Cap/Footinglinear ft.88000
Reinforced Concrete Pier Caplinear ft.69570120
Movable Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.274274000