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US 380 over DRAW

Map

Coordinates:
+33.16629, -100.75845
33°09'59" N, 100°45'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 380 over DRAW
Structure number:081320029802008
Location:0.30 MI W OF SH 208
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Owner:State Highway Agency [01]
Year built:1964
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:780 [as of 2013]
Truck traffic:21% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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 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:97.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Fair6 out of 1078097.4
May 2015Good7 out of 1078087.9
June 2013Good7 out of 1066087.1
May 2011Good7 out of 1083086.8
May 2009Good7 out of 1075089.3
April 2007Good7 out of 1071087.3
May 2005Good7 out of 1067088.2
April 2003Fair6 out of 1076087.9
April 2001Fair6 out of 1063084.9
March 1999Good7 out of 1076084.9
June 1997Good7 out of 1066084.9
August 1995Good7 out of 1066092.1
February 1993Good7 out of 1064092.1
November 1990Good7 out of 1063090.1