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SH 203 over DRAW

Map

Coordinates:
+34.86349, -100.20243
34°51'49" N, 100°12'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 203 over DRAW
Structure number:250440023001007
Location:0.07 MI E OF US 83
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:5.9 ft. [1.8 m]
Total length:66.9 ft. [20.4 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:1940
Year reconstructed:1975
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:10
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: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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:76.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Fair6 out of 1051076.2
July 2015Fair6 out of 1051076.0
July 2013Fair6 out of 1050078.0
July 2011Fair6 out of 1049098.9
July 2009Fair6 out of 1053098.9
July 2007Fair6 out of 1055099.9
August 2005Fair6 out of 1055099.9
August 2003Fair6 out of 1049099.9
August 2001Fair6 out of 1057099.9
November 1999Good7 out of 1059099.9
October 1997Fair6 out of 1062095.8
November 1995Good7 out of 1060099.9
March 1994Good8 out of 1061099.9
January 1992Good8 out of 1075096.9