+31.07003, -98.18110
31°04'12" N, 98°10'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:231410B00610001
Location:0.90 MI N OF US 190
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
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:Good
Status:Open, no restriction [A]
Average daily traffic:1,470 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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: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 the assessed or calculated scour condition. [8]
Sufficiency rating:65.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$45,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodGood147065.9
January 2015GoodGoodGoodGood147065.8
January 2013GoodGoodGoodGood147065.8
January 2011GoodGoodGoodGood147083.6
February 2009GoodGoodGoodGood147084.6
February 2007GoodGoodGoodGood147084.6
May 2005GoodGoodGoodGood147084.6
May 2003GoodVery GoodVery GoodVery Good147085.6
May 2001GoodGoodVery GoodVery Good147085.6
August 1999GoodVery GoodVery GoodVery Good147085.6
October 1997GoodVery GoodVery GoodVery Good147085.6
January 1996GoodVery GoodVery GoodVery Good147085.6
February 1994GoodVery GoodVery GoodVery Good147086.0
April 1992GoodVery GoodVery GoodVery Good147081.9
February 1990GoodVery GoodVery GoodVery Good147082.9