+33.11053, -100.22353
33°06'38" N, 100°13'25" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 83 over TONK CREEK
Structure number:082170003301001
Location:1.50 MI S OF US 380
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1957
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,680 [as of 2013]
Truck traffic:25% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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:73.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Good7 out of 10168073.5
March 2015Good7 out of 10168073.3
May 2013Good7 out of 1081075.8
May 2011Good7 out of 10170073.3
May 2009Good7 out of 10185073.1
March 2007Good7 out of 10174071.4
March 2005Good7 out of 10180068.2
March 2003Good7 out of 10210067.2
March 2001Good7 out of 10195067.6
May 1999Good7 out of 10200067.4
June 1997Good7 out of 10150068.9
June 1995Good7 out of 10190075.7
March 1993Good7 out of 10175075.1
December 1990Good7 out of 10175074.0