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US 67 over DRY DRAW

Map

Coordinates:
+31.18721, -100.88903
31°11'14" N, 100°53'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 67 over DRY DRAW
Structure number:071190007704037
Location:17.4 MI E OF SH 163
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:8.9 ft. [2.7 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1935
Year reconstructed:1960
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
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: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,190 [as of 2013]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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:83.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2016Fair6 out of 10719083.6
June 2014Fair6 out of 10240088.9
June 2012Fair6 out of 10240088.9
June 2010Fair6 out of 10230090.8
July 2008Fair6 out of 10240090.8
August 2006Fair6 out of 10220095.3
November 2004Fair6 out of 10190097.2
August 2002Fair6 out of 10180097.2
August 1998Fair6 out of 10180097.2
October 1996Good7 out of 10170097.2
September 1994Good7 out of 10175097.2
June 1990Good7 out of 10180095.1