Share:

SH 185 over DRAW

Map

Coordinates:
+28.60874, -96.85792
28°36'31" N, 96°51'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 185 over DRAW
Structure number:130290043201014
Location:1.38 MI E OF VICTORIA C/L
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:6.9 ft. [2.1 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Owner:State Highway Agency [01]
Year built:1964
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,350 [as of 2013]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
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: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:84.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2018Good7 out of 10335084.5
December 2016Good7 out of 10335084.1
December 2014Good7 out of 10320084.4
December 2010Good7 out of 10300085.1
January 2007Good7 out of 10310095.3
December 2002Good7 out of 10400083.0
July 2000Good7 out of 10350083.9
April 1997Good7 out of 10330084.2
March 1995Good7 out of 10310092.3
February 1993Good7 out of 10360091.5
March 1991Good7 out of 10370091.3