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CR 316 over MCKENZIE CREEK

Map

Coordinates:
+33.09025, -100.89101
33°05'25" N, 100°53'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 316 over MCKENZIE CREEK
Structure number:081320AA0113002
Location:3.2 MI W OF SH 208
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:50.9 ft. [15.5 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:1952
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
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: February 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:50 [as of 2012]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:72.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$355,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairSatisfactorySatisfactorySatisfactory5072.6
February 2014FairSatisfactorySatisfactorySatisfactory5072.6
February 2012FairSatisfactorySatisfactorySatisfactory5072.6
February 2010FairSatisfactorySatisfactorySatisfactory5072.8
February 2008FairSatisfactorySatisfactorySatisfactory5070.0
February 2006FairSatisfactorySatisfactorySatisfactory5070.0
February 2004FairSatisfactorySatisfactorySatisfactory5069.8
April 2002FairSatisfactorySatisfactorySatisfactory5075.3
May 2000FairSatisfactoryGoodGood5088.3
July 1998FairSatisfactorySatisfactoryGood5088.3
May 1996FairGoodSatisfactoryGood5088.3
July 1994FairSatisfactorySatisfactoryGood5086.3
December 1991FairSatisfactorySatisfactoryGood5078.4