SH 110 over TWIN CREEK


+32.01918, -95.10108
32°01'09" N, 95°06'04" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 110 over TWIN CREEK
Structure number:100370034503028
Location:2.0 MI N of US 79
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,620 [as of 2013]
Truck traffic:17% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:95.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactoryGood162095.9
January 2015FairSatisfactorySatisfactoryGood175095.9
January 2013FairSatisfactorySatisfactoryGood175095.9
January 2011FairSatisfactorySatisfactoryGood165095.9
January 2009GoodGoodGoodGood160096.0
January 2007GoodGoodGoodGood175097.9
January 2005GoodGoodGoodGood185097.0
January 2003GoodGoodGoodGood2100100.0
June 2001GoodGoodGoodGood1750100.0
November 1998GoodGoodGoodGood1550100.0
September 1997GoodGoodGoodGood1650100.0
January 1995GoodGoodGoodGood1400100.0
December 1992GoodVery GoodGoodGood110099.0
November 1990GoodVery GoodGoodVery Good1250100.0