US 385 over Drain


+35.28857, -102.39838
35°17'19" N, 102°23'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 385 over Drain
Structure number:041800022603012
Location:4.1 MI N OF IH 40
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:5.9 ft. [1.8 m]
Total length:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1951
Year reconstructed:1970
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,250 [as of 2013]
Truck traffic:52% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:96.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Fair6 out of 10225096.8
September 2015Good7 out of 10225096.8
September 2013Good7 out of 10175096.8
February 2012Good7 out of 10180096.8
March 2010Good7 out of 10175096.8
March 2008Good7 out of 10170096.8
March 2006Good7 out of 10155097.9
March 2004Fair6 out of 10185094.8
May 2002Fair6 out of 10210086.6
August 2000Fair6 out of 10180086.7
September 1998Fair6 out of 10145086.7
July 1996Good7 out of 10160087.7
May 1994Good7 out of 10135087.8
May 1992Good8 out of 10150095.0
April 1990Good8 out of 10100094.0