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COUNTY HIGHWAY over BIG COULEE
Map
Coordinates:
+48.28188, -99.17171
48°16'55" N, 99°10'18" W
+48.28188, -99.17171
48°16'55" N, 99°10'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY HIGHWAY over BIG COULEE |
| Structure number: | 000000036102181 |
| Location: | 1 E 1 N CHURCH'S FERRY |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 68.9 ft. [21.0 m] |
| Total length: | 69.9 ft. [21.3 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1995 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 20 [as of 2018] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 41.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $299,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Good | - | Very Good | Excellent | 20 | 41.0 |
| November 2016 | Good | - | Very Good | Excellent | 20 | 41.0 |
| October 2014 | Good | - | Very Good | Excellent | 20 | 41.0 |
| July 2012 | Good | - | Very Good | Excellent | 20 | 41.0 |
| September 2010 | Good | - | Very Good | Excellent | 20 | 41.0 |
| January 2009 | Good | - | Very Good | Excellent | 20 | 41.0 |
| October 2007 | Good | - | Very Good | Excellent | 20 | 41.0 |
| September 2005 | Good | - | Very Good | Excellent | 20 | 41.0 |
| January 2005 | Good | - | Very Good | Excellent | 20 | 41.0 |
| December 2002 | Good | - | Very Good | Excellent | 20 | 41.0 |
| September 2001 | Good | - | Very Good | Excellent | 20 | 41.0 |
| January 1999 | Good | - | Very Good | Excellent | 20 | 100.0 |
| December 1997 | Good | - | Very Good | Excellent | 20 | 100.0 |
| April 1996 | Good | Very Good | Very Good | Excellent | 20 | 100.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Steel Girder/Beam | linear ft. | 161 | 161 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 100 | 100 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 355 | 355 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 39 | 39 | 0 | 0 | 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/1341761
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1341761