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CR 2600 over BARKLEY CREEK BRANCH

Map

Coordinates:
+31.23339, -98.35443
31°14'00" N, 98°21'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 2600 over BARKLEY CREEK BRANCH
Structure number:231410AA0069001
Location:1.90 MI E OF FM 581
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
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:2
Main spans material:Masonry [8]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:89.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Fair6 out of 1010089.7
January 2015Fair6 out of 1010089.5
January 2013Fair6 out of 1010089.5
January 2011Fair6 out of 1010089.7
February 2009Fair6 out of 1010089.7
February 2007Fair6 out of 1010089.7
May 2005Fair6 out of 1010089.7
May 2003Fair6 out of 1010089.5
May 2001Good7 out of 1010089.5
August 1999Good7 out of 1010089.5
October 1997Good7 out of 1010089.5
January 1996Good7 out of 1010089.5
February 1994Good7 out of 1010089.5
April 1992Good7 out of 1010089.5