1514C over CANEY CREEK
Map
Coordinates:
+34.56623, -96.2721134°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
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
March 2018 | Fair | 6 out of 10 | 100 | 82.8 |
March 2016 | Good | 7 out of 10 | 100 | 94.0 |
March 2014 | Good | 7 out of 10 | 100 | 94.0 |
March 2012 | Good | 7 out of 10 | 100 | 94.0 |
June 2010 | Good | 7 out of 10 | 100 | 94.0 |
May 2008 | Good | 7 out of 10 | 100 | 94.0 |
June 2006 | Good | 7 out of 10 | 100 | 94.0 |
August 2004 | Good | 7 out of 10 | 100 | 94.0 |
July 2002 | Good | 7 out of 10 | 100 | 94.0 |
August 2000 | Good | 7 out of 10 | 100 | 94.0 |
April 1998 | Good | 7 out of 10 | 100 | 94.0 |
April 1996 | Fair | 5 out of 10 | 100 | 83.0 |
April 1994 | Good | 7 out of 10 | 200 | 84.8 |
April 1992 | Good | 7 out of 10 | 100 | 95.0 |