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US 380 over DRAW

Map

Coordinates:
+33.17802, -99.53782
33°10'41" N, 99°32'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 380 over DRAW
Structure number:081050036004021
Location:11.50 MI E OF US 277
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:5.9 ft. [1.8 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:State Highway Agency [01]
Year built:1939
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:740 [as of 2013]
Truck traffic:12% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
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:74.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2017Fair6 out of 1074074.1
June 2015Fair6 out of 1074073.9
June 2013Fair6 out of 1055075.2
June 2011Fair6 out of 1044076.4
May 2009Fair6 out of 1041077.7
April 2007Fair6 out of 1047075.6
April 2005Fair6 out of 1048075.6
March 2003Good7 out of 1048076.4
April 2001Good7 out of 1048076.4
May 1999Good7 out of 1043076.4
July 1997Good7 out of 1041076.5
August 1995Good7 out of 1040082.3
March 1993Good7 out of 1038081.4
January 1991Good8 out of 1047081.1