CR 2180 over Barnett Creek


+33.32048, -95.85656
33°19'14" N, 95°51'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 2180 over Barnett Creek
Structure number:010600AA0129001
Location:0.2 Mi E of FM 904
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$45,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodVery GoodGood3098.0
October 2015GoodGoodVery GoodGood3098.0
December 2013GoodGoodVery GoodGood3099.0
January 2012GoodVery GoodVery GoodGood3099.0
December 2009GoodVery GoodVery GoodGood3099.0
March 2008GoodVery GoodVery GoodGood3099.0
June 2006GoodVery GoodVery GoodGood3099.0
May 2004GoodVery GoodVery GoodGood3099.0
March 2002GoodVery GoodVery GoodVery Good3099.0
May 2000GoodExcellentExcellentExcellent5097.0
April 1998FairSatisfactorySatisfactorySatisfactory5026.7
April 1996PoorPoorSatisfactorySatisfactory5025.7
April 1994PoorPoorSatisfactorySerious5019.9
July 1992PoorPoorFairCritical5017.8
March 1991PoorPoorSatisfactoryFair5017.8