CR 303 over NASH CREEK


+32.26828, -98.72616
32°16'06" N, 98°43'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 303 over NASH CREEK
Structure number:230680AA0303002
Location:1.75 MI W OF FM 2689
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:7.9 ft. [2.4 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1934
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:3
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2013]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:85.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Fair6 out of 105085.8
February 2015Fair6 out of 105085.5
May 2013Fair6 out of 105085.5
May 2011Fair6 out of 105085.5
May 2009Fair6 out of 105085.8
May 2007Fair6 out of 105085.8
June 2005Fair6 out of 105085.8
June 2003Fair6 out of 105085.5
June 2001Fair6 out of 105085.5
June 1999Fair6 out of 105085.5
February 1998Fair6 out of 105085.5
February 1996Fair6 out of 105085.5
January 1994Good7 out of 105085.5
November 1991Good7 out of 105085.5