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US 190 over DRAW

Map

Coordinates:
+30.86484, -100.78544
30°51'53" N, 100°47'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 190 over DRAW
Structure number:072070055812042
Location:11.0 MI E CROCKETT C/L
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,380 [as of 2013]
Truck traffic:27% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
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:97.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2018Good7 out of 10138097.0
July 2016Good7 out of 10138097.0
July 2014Good7 out of 1068099.0
July 2010Good7 out of 1050099.0
July 2006Good7 out of 10580100.0
June 2002Good7 out of 10470100.0
September 1998Good7 out of 1052099.0
August 1996Good7 out of 1045099.0
October 1994Good7 out of 1045099.0
July 1990Good8 out of 1046096.1