SH 185 over DRAW


+28.42855, -96.49282
28°25'43" N, 96°29'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 185 over DRAW
Structure number:130290014406055
Location:2.30 MI E OF FM 1289
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:6.9 ft. [2.1 m]
Total length:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1975
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,830 [as of 2013]
Truck traffic:19% 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: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:67.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2018Good7 out of 10183067.2
December 2016Good7 out of 10183066.9
December 2014Good7 out of 10220066.9
December 2010Good7 out of 10190067.2
February 2007Good7 out of 10190077.0
February 2003Good8 out of 10280077.0
February 2001Good8 out of 10230066.9
June 1999Good8 out of 10180066.9
April 1997Good8 out of 10160066.9
March 1995Good8 out of 10200074.1
February 1993Good8 out of 10165076.4
March 1991Good7 out of 10170076.0