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SH 25/Cleburne Co. over SULPHUR CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 25/Cleburne Co. over SULPHUR CREEK
Structure number:000000000006297
Location:0.3 Mi South Jct SH110&25
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:49.9 ft. [15.2 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,600 [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: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:98.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood660098.1
November 2015GoodVery GoodVery GoodVery Good700098.0
December 2013GoodVery GoodVery GoodVery Good700098.0
November 2011GoodVery GoodVery GoodVery Good580098.2
October 2009GoodVery GoodVery GoodVery Good580098.2
November 2007GoodVery GoodVery GoodVery Good530096.3
November 2005GoodVery GoodVery GoodVery Good530096.3
November 2003GoodVery GoodVery GoodVery Good570098.2
October 2001GoodVery GoodVery GoodVery Good420099.4
October 1999GoodVery GoodVery GoodVery Good420097.4
October 1997GoodVery GoodExcellentVery Good629096.1
October 1995GoodVery GoodExcellentVery Good629096.0
October 1993GoodVery GoodExcellentVery Good629096.0
October 1991GoodExcellentExcellentExcellent717495.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.900900000
Steel Protective Coatingsq. ft.6,1476,147000
Deck
Reinforced Concrete Decksq. ft.6,5065,90859800
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1341211300
Reinforced Concrete Pier Caplinear ft.9494000
Joints
Compression Jointlinear ft.1969310300
Bearings
Movable Bearingeach1818000
Steel Protective Coatingsq. ft.1818000
Fixed Bearingeach1818000
Steel Protective Coatingsq. ft.1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3042525200