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K-17.9 LOCAL over STREAM
Map
Coordinates:
+39.06235, -97.74234
39°03'44" N, 97°44'32" W
+39.06235, -97.74234
39°03'44" N, 97°44'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | K-17.9 LOCAL over STREAM |
| Structure number: | 000720777004289 |
| Location: | 4.0S 1.0W OF MINNEAPOLIS |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1940 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Number of main spans: | 2 |
| Main spans material: | Masonry [8] |
| Main spans design: | Culvert [19] |
| Deck type: | Other [9] |
| Wearing surface: | Other [9] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30 [as of 2001] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3] |
| 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 67.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2018 | Poor | 4 out of 10 | 30 | 67.0 |
| December 2016 | Poor | 4 out of 10 | 30 | 67.0 |
| February 2016 | Poor | 4 out of 10 | 30 | 67.0 |
| December 2013 | Fair | 6 out of 10 | 30 | 94.0 |
| November 2011 | Fair | N out of 10 | 30 | 94.0 |
| December 2009 | Fair | N out of 10 | 30 | 94.0 |
| February 2008 | Good | N out of 10 | 30 | 94.0 |
| March 2006 | Good | N out of 10 | 30 | 89.0 |
| December 2001 | Good | N out of 10 | 30 | 89.0 |
| December 1999 | Good | N out of 10 | 30 | 89.0 |
| December 1997 | Good | N out of 10 | 30 | 89.0 |
| January 1996 | Good | N out of 10 | 30 | 89.0 |
| August 1993 | Good | N out of 10 | 30 | 89.0 |
| October 1991 | Good | N out of 10 | 30 | 89.0 |
© 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/1195995
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1195995