CR 100 over TONK CREEK


+33.11268, -100.21691
33°06'46" N, 100°13'01" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 100 over TONK CREEK
Structure number:082170AA0155001
Location:1.4 MI S OF US 380
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:County Highway Agency [02]
Year built:1964
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2014]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:87.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2016Fair6 out of 105087.5
February 2014Fair6 out of 105087.5
February 2012Fair6 out of 105087.5
February 2010Fair6 out of 105087.8
February 2008Fair6 out of 105087.8
January 2006Fair6 out of 105087.8
February 2004Fair6 out of 105087.5
April 2002Fair6 out of 105087.5
May 2000Good7 out of 105087.5
April 1998Good7 out of 105087.5
May 1996Good7 out of 105087.5
July 1994Good7 out of 105087.5
June 1990Good7 out of 105081.6