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360TH AVE over CK
Map
Coordinates:
+45.17461, -98.98083
45°10'29" N, 98°58'51" W
+45.17461, -98.98083
45°10'29" N, 98°58'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 360TH AVE over CK |
| Structure number: | 000000025290048 |
| Location: | 1.5W & 0.2N CRESBARD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 20.7 ft. [6.3 m] |
| Roadway width between curbs: | 20.7 ft. [6.3 m] |
| Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1938 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 60 [as of 2016] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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: | Better than present minimum criteria [7] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| 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: | 80.1 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2018 | Fair | 6 out of 10 | 60 | 80.1 |
| September 2016 | Good | 7 out of 10 | 60 | 80.1 |
| October 2014 | Good | 7 out of 10 | 60 | 80.1 |
| October 2012 | Good | 7 out of 10 | 60 | 80.1 |
| September 2010 | Good | 7 out of 10 | 60 | 80.1 |
| August 2008 | Good | 7 out of 10 | 60 | 80.1 |
| August 2006 | Good | 7 out of 10 | 60 | 80.1 |
| June 2004 | Good | 7 out of 10 | 60 | 80.1 |
| September 2002 | Good | 7 out of 10 | 60 | 80.1 |
| August 2000 | Good | 8 out of 10 | 60 | 80.1 |
| September 1998 | Good | 8 out of 10 | 60 | 80.1 |
| July 1996 | Fair | 6 out of 10 | 60 | 88.8 |
| August 1994 | Fair | 6 out of 10 | 60 | 88.5 |
| August 1992 | Fair | 6 out of 10 | 60 | 89.5 |
| August 1990 | Fair | 6 out of 10 | 60 | 89.5 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1491601
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1491601