SH 110/Cleburne Co over LITTLE RED RIVER


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 110/Cleburne Co over LITTLE RED RIVER
Structure number:000000000005293
Location:3.45 MI E JCT SH 25
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:103.0 ft. [31.4 m]
Total length:600.1 ft. [182.9 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,800 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:86.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactorySatisfactoryGood380086.5
December 2016FairSatisfactoryGoodGood420085.4
December 2014FairSatisfactoryGoodGood420085.4
December 2012FairSatisfactoryGoodGood320088.1
November 2010GoodGoodGoodGood320090.1
November 2008GoodGoodVery GoodVery Good320090.1
December 2006GoodGoodVery GoodVery Good340078.5
November 2004GoodGoodVery GoodVery Good340078.5
November 2002GoodGoodVery GoodVery Good270080.3
September 2000FairSatisfactoryVery GoodVery Good280080.0
September 1998FairSatisfactoryVery GoodVery Good280080.0
September 1996FairSatisfactoryGoodVery Good91087.0
September 1994FairSatisfactoryGoodVery Good91087.0
September 1992FairSatisfactoryGoodVery Good91087.0
September 1990FairSatisfactoryGoodVery Good66687.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,5853,52826310
Reinforced Concrete Decksq. ft.21,5708,03112,9855540
Steel Pin or Pin & Hangar Assemblyeach120831
Reinforced Concrete Columneach1010000
Reinforced Concrete Pier Walllinear ft.100861400
Reinforced Concrete Abutmentlinear ft.113113000
Reinforced Concrete Pier Caplinear ft.203197600
Movable Bearingeach2418600
Fixed Bearingeach1811700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,4002,400000