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SD025 over CK
Map
Coordinates:
+44.41240, -97.55170
44°24'45" N, 97°33'06" W
+44.41240, -97.55170
44°24'45" N, 97°33'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SD025 over CK |
| Structure number: | 000000039150089 |
| Location: | 2.1 N JCT US 14 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 30.8 ft. [9.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1952 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,631 [as of 2017] |
| Truck traffic: | 18% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 63.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $12,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2017 | Poor | 4 out of 10 | 1631 | 63.9 |
| October 2015 | Poor | 4 out of 10 | 1666 | 63.7 |
| September 2013 | Poor | 4 out of 10 | 1570 | 64.1 |
| September 2011 | Fair | 5 out of 10 | 1376 | 82.5 |
| September 2009 | Fair | 5 out of 10 | 1228 | 83.1 |
| July 2007 | Fair | 5 out of 10 | 1265 | 83.0 |
| July 2005 | Fair | 5 out of 10 | 1243 | 83.1 |
| September 2003 | Fair | 5 out of 10 | 1243 | 83.1 |
| September 2001 | Fair | 5 out of 10 | 1325 | 82.7 |
| October 1999 | Fair | 5 out of 10 | 1141 | 81.4 |
| April 1996 | Fair | 6 out of 10 | 1155 | 93.0 |
| March 1994 | Fair | 6 out of 10 | 1165 | 93.0 |
| March 1992 | Fair | 6 out of 10 | 1928 | 90.4 |
| December 1989 | Fair | 6 out of 10 | 2282 | 89.3 |
© 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/1492652
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492652