Cleburne CR 79 over WILBURN CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Cleburne CR 79 over WILBURN CREEK
Structure number:000000000004732
Location:0.4 MI N. SH 110
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
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: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:235 [as of 1994]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:89.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodVery GoodGood23589.4
April 2015GoodGoodVery GoodVery Good23589.4
April 2013GoodGoodVery GoodVery Good23589.4
May 2011GoodGoodVery GoodVery Good23589.4
May 2009GoodGoodVery GoodVery Good23589.4
April 2007GoodGoodVery GoodVery Good23589.4
June 2006GoodGoodVery GoodVery Good23589.4
May 2004GoodGoodVery GoodVery Good23589.4
April 2002GoodVery GoodVery GoodVery Good23589.4
May 2000GoodVery GoodVery GoodVery Good23589.4
May 1998GoodVery GoodVery GoodVery Good23589.4
June 1996GoodExcellentExcellentExcellent23589.4
June 1994GoodExcellentExcellentExcellent23589.9