US 385 over Draw


+35.12277, -102.40083
35°07'22" N, 102°24'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 385 over Draw
Structure number:040590022604021
Location:1.9 Mi N of FM 2587
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:4.9 ft. [1.5 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:87.3 ft. [26.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,410 [as of 2013]
Truck traffic:52% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:95.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Good7 out of 10241095.9
November 2016Good7 out of 10241095.9
November 2014Good7 out of 10165096.2
November 2012Good7 out of 10165096.2
February 2011Good7 out of 10210096.0
February 2009Good7 out of 10200096.1
February 2007Good7 out of 10210097.0
February 2005Good7 out of 10210097.0
April 2003Good7 out of 10220086.7
May 2001Good8 out of 10230086.6
March 1999Good8 out of 10210086.7
April 1997Good8 out of 10175086.9
April 1995Good8 out of 10175087.0
April 1993Good8 out of 10165087.0
April 1991Good8 out of 10125094.5