US 67 over DRY DRAW


+31.16588, -101.08274
31°09'57" N, 101°04'58" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 67 over DRY DRAW
Structure number:071190007703028
Location:5.9 MI NE OF SH 163
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:5.9 ft. [1.8 m]
Total length:38.1 ft. [11.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1935
Year reconstructed:1982
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,940 [as of 2013]
Truck traffic:6% of total traffic
Structural 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:72.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Good7 out of 10694072.0
June 2016Good7 out of 10694084.9
June 2014Good7 out of 10210088.1
June 2012Good7 out of 10210088.1
June 2010Good7 out of 10190089.8
July 2008Good7 out of 10195089.8
August 2006Good7 out of 10145094.3
November 2004Good7 out of 10145094.2
August 2002Good7 out of 10145095.2
August 1998Good8 out of 10160097.2
October 1996Good7 out of 10145095.2
September 1994Good7 out of 10165094.2
June 1990Good8 out of 10125092.1