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US014 EF over LITTLE PRAIRIE DOG CK
Map
Coordinates:
+44.19390, -101.12714
44°11'38" N, 101°07'38" W
+44.19390, -101.12714
44°11'38" N, 101°07'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US014 EF over LITTLE PRAIRIE DOG CK |
| Structure number: | 000000059021402 |
| Location: | 1.9 N HAAKON CO LINE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 30.8 ft. [9.4 m] |
| Total length: | 32.2 ft. [9.8 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1920 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2016] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry 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: | Better than present minimum criteria [7] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 67.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | Good | Fair | Satisfactory | 50 | 67.5 |
| January 2016 | Fair | Good | Fair | Satisfactory | 50 | 67.5 |
| December 2013 | Fair | Good | Fair | Satisfactory | 50 | 67.5 |
| February 2012 | Fair | Good | Fair | Satisfactory | 50 | 66.4 |
| December 2009 | Fair | Good | Fair | Satisfactory | 50 | 66.4 |
| November 2007 | Fair | Good | Fair | Satisfactory | 50 | 66.4 |
| December 2005 | Fair | Good | Fair | Satisfactory | 50 | 66.4 |
| December 2003 | Fair | Good | Fair | Satisfactory | 50 | 66.4 |
| November 2001 | Fair | Satisfactory | Fair | Satisfactory | 50 | 66.4 |
| October 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 76.4 |
| November 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 76.4 |
| November 1995 | Fair | Satisfactory | Good | Good | 50 | 76.2 |
| November 1993 | Fair | Satisfactory | Good | Good | 50 | 74.5 |
| December 1991 | Fair | Satisfactory | Good | Good | 50 | 74.5 |
© 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/1494953
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1494953