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1514C over CANEY CREEK

Map

Coordinates:
+34.56623, -96.27211
34°33'58" N, 96°16'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:1514C over CANEY CREEK
Structure number:106670000000000
Old structure number:15N3786E1689000 (from 1992 edition)
Location:3.0 MI W 1.9 N COLGATE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:14.1 ft. [4.3 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
Truck traffic:15% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:82.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$225,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Fair6 out of 1010082.8
March 2016Good7 out of 1010094.0
March 2014Good7 out of 1010094.0
March 2012Good7 out of 1010094.0
June 2010Good7 out of 1010094.0
May 2008Good7 out of 1010094.0
June 2006Good7 out of 1010094.0
August 2004Good7 out of 1010094.0
July 2002Good7 out of 1010094.0
August 2000Good7 out of 1010094.0
April 1998Good7 out of 1010094.0
April 1996Fair5 out of 1010083.0
April 1994Good7 out of 1020084.8
April 1992Good7 out of 1010095.0