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27150 446 AVE over CK
Map
Coordinates:
+43.45289, -97.28037
43°27'10" N, 97°16'49" W
+43.45289, -97.28037
43°27'10" N, 97°16'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 27150 446 AVE over CK |
| Structure number: | 000000063060035 |
| Location: | 1.5N & 1W MARION |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1945 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Masonry [8] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 100 [as of 2015] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 45.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $325,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2017 | Poor | 3 out of 10 | 100 | 45.0 |
| September 2015 | Poor | 3 out of 10 | 100 | 45.0 |
| September 2013 | Poor | 3 out of 10 | 100 | 45.0 |
| September 2011 | Poor | 3 out of 10 | 100 | 45.0 |
| October 2009 | Poor | 3 out of 10 | 100 | 45.0 |
| August 2007 | Poor | 3 out of 10 | 100 | 48.7 |
| August 2006 | Poor | 3 out of 10 | 100 | 48.7 |
| July 2004 | Poor | 3 out of 10 | 100 | 48.7 |
| June 2002 | Poor | N out of 10 | 100 | 38.9 |
| August 2000 | Poor | N out of 10 | 100 | 61.7 |
| August 1998 | Fair | N out of 10 | 100 | 77.7 |
| May 1996 | Good | N out of 10 | 100 | 89.7 |
| May 1994 | Good | N out of 10 | 100 | 89.5 |
| May 1992 | Good | N out of 10 | 100 | 89.5 |
| March 1990 | Good | N out of 10 | 100 | 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/1495133
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1495133