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250TH ST over UNNAMED CREEK
Map
Coordinates:
+42.99788, -91.96582
42°59'52" N, 91°57'57" W
+42.99788, -91.96582
42°59'52" N, 91°57'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 250TH ST over UNNAMED CREEK |
| Structure number: | 000000000153640 |
| Location: | 095103607 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 34.1 ft. [10.4 m] |
| Total length: | 68.9 ft. [21.0 m] |
| Roadway width between curbs: | 16.1 ft. [4.9 m] |
| Deck width edge-to-edge: | 19.7 ft. [6.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1916 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 2017] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| 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: | Basically intolerable requiring high priority of corrrective action [3] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 25.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Poor | Fair | Poor | Poor | 50 | 25.4 |
| October 2017 | Poor | Fair | Poor | Poor | 50 | 25.4 |
| November 2015 | Poor | Fair | Poor | Poor | 50 | 25.4 |
| August 2013 | Poor | Fair | Fair | Poor | 50 | 25.4 |
| September 2010 | Poor | Satisfactory | Poor | Poor | 50 | 39.9 |
| August 2008 | Poor | Satisfactory | Poor | Poor | 50 | 39.9 |
| August 2006 | Poor | Satisfactory | Poor | Poor | 50 | 39.0 |
| August 2004 | Fair | Satisfactory | Fair | Fair | 50 | 52.1 |
| July 2002 | Fair | Satisfactory | Fair | Satisfactory | 50 | 52.1 |
| June 2000 | Fair | Satisfactory | Fair | Satisfactory | 50 | 52.1 |
| August 1998 | Fair | Satisfactory | Fair | Satisfactory | 50 | 55.1 |
| July 1996 | Fair | Satisfactory | Fair | Satisfactory | 50 | 55.1 |
| July 1994 | Fair | Satisfactory | Fair | Good | 50 | 55.9 |
| July 1992 | Poor | Good | Poor | Good | 25 | 43.7 |
| July 1990 | Poor | Good | Poor | Good | 25 | 43.7 |
© 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/1116464
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1116464