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CR 106 over SECOND DAVIDSON CREEK

Map

Coordinates:
+30.46047, -96.71892
30°27'38" N, 96°43'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 106 over SECOND DAVIDSON CREEK
Structure number:170260AA0188004
Location:0.5 MI SE OF FM 111
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.1 ft. [11.6 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:15.7 ft. [4.8 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:80 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present desirable criteria [8]
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 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:56.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$147,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairGoodSatisfactoryGood8056.5
February 2014FairGoodSatisfactoryGood8056.5
February 2012FairGoodSatisfactoryGood8056.5
February 2010FairGoodSatisfactoryGood8056.7
April 2008FairGoodSatisfactoryGood8056.7
April 2006FairGoodSatisfactoryGood6056.7
April 2004FairGoodSatisfactoryGood6056.5
April 2002FairVery GoodSatisfactoryGood6058.4
May 2000FairVery GoodSatisfactoryGood3055.4
April 1998FairFairSatisfactorySatisfactory3043.4
May 1996FairFairSatisfactoryGood2048.6
May 1994FairSatisfactorySatisfactoryGood2049.7
September 1992GoodGoodGoodGood2045.8
May 1990FairVery GoodSatisfactorySatisfactory2029.2