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152TH ST. over THE COULEE
Map
Coordinates:
+42.85120, -91.84037
42°51'04" N, 91°50'25" W
+42.85120, -91.84037
42°51'04" N, 91°50'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 152TH ST. over THE COULEE |
| Structure number: | 000000000151260 |
| Location: | 093081903 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 40.0 ft. [12.2 m] |
| Total length: | 42.7 ft. [13.0 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1924 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 45 [as of 2017] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 85.0 |
| 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 2017 | Fair | Satisfactory | Fair | Fair | 45 | 85.0 |
| October 2015 | Fair | Satisfactory | Fair | Satisfactory | 45 | 85.0 |
| October 2013 | Fair | Satisfactory | Fair | Satisfactory | 45 | 80.0 |
| October 2011 | Fair | Very Good | Fair | Satisfactory | 45 | 72.3 |
| September 2009 | Fair | Very Good | Fair | Satisfactory | 45 | 72.1 |
| September 2007 | Fair | Very Good | Fair | Satisfactory | 45 | 72.5 |
| August 2005 | Fair | Very Good | Fair | Satisfactory | 45 | 72.5 |
| July 2003 | Fair | Very Good | Satisfactory | Satisfactory | 45 | 83.5 |
| July 2001 | Fair | Very Good | Satisfactory | Satisfactory | 45 | 83.5 |
| July 1999 | Fair | Very Good | Satisfactory | Satisfactory | 20 | 83.5 |
| August 1997 | Fair | Very Good | Satisfactory | Satisfactory | 20 | 83.5 |
| May 1995 | Fair | Very Good | Satisfactory | Satisfactory | 20 | 83.5 |
| July 1993 | Fair | Very Good | Satisfactory | Satisfactory | 10 | 83.5 |
| August 1991 | Good | Very Good | Good | Good | 10 | 77.6 |
© 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/1116321
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1116321