US 190 over DRAW


+30.87962, -100.22144
30°52'47" N, 100°13'17" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 190 over DRAW
Structure number:072070039603039
Location:6.15 MI W OF MENARD C/L
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:4.9 ft. [1.5 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:370 [as of 2013]
Truck traffic:22% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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 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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2018Good7 out of 1037089.2
July 2016Good7 out of 1037088.9
July 2014Good7 out of 1033096.5
July 2012Good7 out of 1033096.5
July 2008Good7 out of 1046097.0
September 2004Good7 out of 1042097.0
June 2002Good7 out of 1037097.0
July 2000Good7 out of 1037097.0
September 1998Good7 out of 1041097.0
August 1996Good7 out of 1034097.0
October 1994Good7 out of 1033097.0
July 1992Good7 out of 1032094.1
July 1990Good7 out of 1039090.1