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US 385 over DRAW

Map

Coordinates:
+34.46455, -102.30348
34°27'52" N, 102°18'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 385 over DRAW
Structure number:050350022701001
Location:2.8 MI N OF FM 1524
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:4.9 ft. [1.5 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Owner:State Highway Agency [01]
Year built:1940
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: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,690 [as of 2013]
Truck traffic:13% 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: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:91.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Good7 out of 10269091.7
August 2015Good7 out of 10269091.4
August 2013Good7 out of 10270092.5
August 2011Good7 out of 10250092.5
September 2009Good7 out of 10220092.8
August 2007Good7 out of 10270090.8
January 2004Good7 out of 10220090.5
February 2000Good7 out of 10230090.5
September 1995Good7 out of 10160090.5
February 1991Good8 out of 10180083.6