+34.86349, -100.15538
34°51'49" N, 100°09'19" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 203 over WILLOW CREEK
Structure number:250440023001008
Location:2.73 MI E OF US 83
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:510 [as of 2013]
Truck traffic:7% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Fair6 out of 1051077.1
July 2015Fair6 out of 1051077.0
July 2013Fair6 out of 1050078.0
July 2011Good7 out of 1049099.9
July 2009Good7 out of 1053099.9
July 2007Good7 out of 1055099.9
August 2005Good7 out of 1055099.9
August 2003Good7 out of 1049099.9
August 2001Good7 out of 1057099.8
November 1999Good7 out of 1059096.8
October 1997Good7 out of 1062096.8
November 1995Good7 out of 1060096.8
March 1994Good7 out of 1061096.8
January 1992Good7 out of 1075093.8