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REDIG RD over CK
Map
Coordinates:
+45.27059, -103.24964
45°16'14" N, 103°14'59" W
+45.27059, -103.24964
45°16'14" N, 103°14'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | REDIG RD over CK |
| Structure number: | 000000032397470 |
| Location: | 14.7 E REDIG |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 32.2 ft. [9.8 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 continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 28 [as of 2016] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| 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: | 62.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $10,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| May 2018 | Poor | 4 out of 10 | 28 | 62.1 |
| June 2016 | Poor | 4 out of 10 | 28 | 62.1 |
| June 2014 | Poor | 4 out of 10 | 28 | 62.1 |
| June 2012 | Poor | 4 out of 10 | 28 | 62.1 |
| June 2010 | Poor | 4 out of 10 | 28 | 62.1 |
| October 2008 | Poor | 4 out of 10 | 28 | 62.1 |
| September 2006 | Fair | 5 out of 10 | 28 | 78.1 |
| July 2004 | Poor | 4 out of 10 | 28 | 62.1 |
| May 2002 | Fair | 6 out of 10 | 28 | 89.1 |
| May 2000 | Fair | 5 out of 10 | 28 | 78.1 |
| June 1998 | Fair | 5 out of 10 | 28 | 78.1 |
| August 1996 | Fair | 5 out of 10 | 28 | 78.1 |
| October 1994 | Fair | 5 out of 10 | 28 | 76.6 |
| October 1992 | Fair | 5 out of 10 | 28 | 76.6 |
| September 1990 | Fair | 5 out of 10 | 28 | 76.6 |
© 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/1492243
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492243