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SD027 over CK
Map
Coordinates:
+45.60244, -97.75698
45°36'09" N, 97°45'25" W
+45.60244, -97.75698
45°36'09" N, 97°45'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SD027 over CK |
| Structure number: | 000000046108230 |
| Location: | 3.3 E OF LANGFORD |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 24.6 ft. [7.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1980 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 586 [as of 2017] |
| Truck traffic: | 9% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| 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: | 98.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2018 | Fair | 6 out of 10 | 586 | 98.9 |
| June 2014 | Good | 7 out of 10 | 600 | 98.9 |
| June 2010 | Good | 8 out of 10 | 835 | 98.4 |
| June 2006 | Good | 8 out of 10 | 955 | 98.2 |
| July 2002 | Good | 8 out of 10 | 690 | 98.7 |
| August 1998 | Good | 7 out of 10 | 520 | 97.0 |
| September 1994 | Good | 7 out of 10 | 410 | 97.2 |
| November 1992 | Good | 7 out of 10 | 330 | 97.4 |
| April 1990 | Good | 7 out of 10 | 473 | 97.1 |
© 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/1493313
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1493313