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CR 235 over WILFONG CREEK

Map

Coordinates:
+33.24270, -100.08459
33°14'34" N, 100°05'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 235 over WILFONG CREEK
Structure number:082170AA0123002
Location:0.4 MI N OF FM 1835
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:26.9 ft. [8.2 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Steel [3]
Main span 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: February 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:50 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:74.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$64,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairGoodSatisfactoryFair5074.3
February 2014FairGoodSatisfactoryFair5074.3
February 2012FairGoodSatisfactoryFair5074.3
February 2010FairGoodSatisfactoryFair5074.6
February 2008FairGoodSatisfactoryFair5075.6
January 2006FairGoodSatisfactoryFair5075.6
February 2004FairGoodSatisfactoryFair5074.3
April 2002FairGoodSatisfactoryFair5075.3
May 2000FairGoodGoodFair5074.3
April 1998FairGoodGoodFair5074.3
May 1996FairGoodGoodSatisfactory5088.3
July 1994FairSatisfactorySatisfactoryFair5077.3
December 1991FairSatisfactorySatisfactoryFair5072.4