SH 356/Cleburne Co over MILL CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 356/Cleburne Co over MILL CREEK
Structure number:000000000005973
Location:1.3 MI N JCT SH25
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built: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:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
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:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:94.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood210094.1
February 2016GoodVery GoodVery GoodGood250091.1
February 2014GoodVery GoodVery GoodGood250091.1
February 2012GoodVery GoodVery GoodGood240091.3
February 2010GoodVery GoodVery GoodGood240091.3
February 2008GoodVery GoodVery GoodGood150093.7
February 2006GoodVery GoodVery GoodGood160086.4
January 2004GoodVery GoodVery GoodGood160086.4
February 2002GoodVery GoodVery GoodGood230083.8
January 2000GoodVery GoodVery GoodGood230083.8
January 1998GoodVery GoodVery GoodGood72088.6
February 1996GoodVery GoodVery GoodGood72088.6
February 1994GoodVery GoodVery GoodGood72088.6
February 1992GoodVery GoodVery GoodGood60296.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.9897100
Reinforced Concrete Pier Caplinear ft.125113840
Pourable Jointlinear ft.122012200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.280280000
Reinforced Concrete Slabsq. ft.4,8534,847600