SH25B/Cleburne Co. over SUGAR LOAF CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH25B/Cleburne Co. over SUGAR LOAF CREEK
Structure number:000000000001209
Location:2.43 MI N JCT OF SH 16
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:23.0 ft. [7.0 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1929
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 continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,100 [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:Satisfactory [6 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:52.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$742,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodGoodSatisfactory810052.0
April 2016FairGoodGoodSatisfactory790044.7
April 2014FairGoodGoodSatisfactory790044.7
April 2012FairGoodGoodSatisfactory1500044.7
May 2010FairGoodGoodSatisfactory1500044.7
April 2008FairGoodGoodSatisfactory1500044.7
May 2006FairGoodGoodSatisfactory850044.7
May 2004FairGoodGoodSatisfactory830044.7
April 2002GoodGoodGoodGood880044.5
April 2000GoodGoodGoodGood1500044.5
April 1998FairGoodSatisfactoryGood1500044.5
April 1996GoodGoodGoodGood717444.8
April 1994GoodGoodGoodGood717445.2
April 1992GoodGoodGoodGood717445.2
April 1990GoodGoodGoodGood717445.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Pier Walllinear ft.5651500
Reinforced Concrete Abutmentlinear ft.8073700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.140707000
Steel Protective Coatingsq. ft.42021002100
Reinforced Concrete Slabsq. ft.2,0651,85221030
Wearing Surfacessq. ft.1,9741,77420000