SH 188 over DRAIN


+28.03737, -97.53027
28°02'15" N, 97°31'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 188 over DRAIN
Structure number:162050099401018
Location:0.03 MI E OF US 77
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:6.9 ft. [2.1 m]
Total length:42.0 ft. [12.8 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,770 [as of 2008]
Truck traffic:11% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:96.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2014Good7 out of 10277096.7
May 2010Fair6 out of 10277098.7
May 2008Fair6 out of 10277095.7
April 2006Fair6 out of 10330095.7
February 2002Good7 out of 10240096.8
February 1998Good7 out of 10240095.8
February 1996Good8 out of 10200099.8
December 1993Good7 out of 10210099.2
December 1991Good8 out of 10220099.2