SH 356/Cleburne Co over CADRON CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 356/Cleburne Co over CADRON CREEK
Structure number:0000000000M2957
Location:1.7 MI N JCT SH25-356
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed:1984
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:8
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,100 [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:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:87.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood210087.6
February 2016GoodGoodGoodGood250086.9
February 2014GoodGoodGoodGood250086.9
February 2012GoodGoodGoodGood240087.1
February 2010GoodGoodGoodGood240087.1
February 2008GoodGoodGoodGood150089.6
February 2006FairSatisfactoryGoodGood160084.3
January 2004FairSatisfactoryGoodGood160084.3
February 2002FairSatisfactorySatisfactoryGood230081.7
January 2000FairSatisfactorySatisfactoryGood230081.7
January 1998FairSatisfactorySatisfactoryGood72086.6
February 1996FairSatisfactorySatisfactoryGood72086.6
February 1994FairSatisfactorySatisfactoryGood72086.6
February 1992FairSatisfactorySatisfactoryGood60986.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.797793040
Reinforced Concrete Top Flangesq. ft.5,5685,34622200
Reinforced Concrete Columneach3503500
Reinforced Concrete Abutmentlinear ft.98811700
Reinforced Concrete Pile Cap/Footinglinear ft.130013000
Reinforced Concrete Pier Caplinear ft.246246000
Pourable Jointlinear ft.72440432000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320320000