US 67 over WILSON BR


+33.18650, -95.29753
33°11'11" N, 95°17'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 67 over WILSON BR
Structure number:010810001004084
Location:3.7 MI W OF SH 37
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1942
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,120 [as of 2013]
Truck traffic:14% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:89.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 10112089.4
January 2015Good7 out of 1083089.2
April 2013Good7 out of 1083089.2
May 2011Good7 out of 1098089.2
May 2009Good7 out of 1095089.5
April 2007Good7 out of 1089089.5
April 2005Good7 out of 1096089.5
June 2003Good7 out of 10130089.1
May 2001Good7 out of 10120089.1
May 1999Good7 out of 10115089.1
July 1997Good7 out of 10105084.1
May 1995Good7 out of 1074084.2
March 1993Good7 out of 1075082.3
December 1990Good7 out of 1098082.2