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FLYNN LN over BROADWATER MISSOURI 006
Map
Coordinates:
+46.24717, -111.45162
46°14'50" N, 111°27'06" W
+46.24717, -111.45162
46°14'50" N, 111°27'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FLYNN LN over BROADWATER MISSOURI 006 |
| Structure number: | L04404003+04001 |
| Location: | 5M N TOSTON |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 22.0 ft. [6.7 m] |
| Total length: | 23.0 ft. [7.0 m] |
| Roadway width between curbs: | 27.2 ft. [8.3 m] |
| Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1976 |
| Year reconstructed: | 1991 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Channel beam [22] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2004] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 83.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Fair | Satisfactory | Satisfactory | Fair | 100 | 83.1 |
| November 2015 | Fair | Satisfactory | Good | Fair | 100 | 84.1 |
| November 2013 | Fair | Good | Good | Fair | 100 | 84.1 |
| November 2011 | Fair | Good | Good | Fair | 100 | 84.1 |
| December 2009 | Fair | Good | Good | Satisfactory | 100 | 95.1 |
| January 2008 | Good | Good | Good | Good | 100 | 96.1 |
| January 2006 | Good | Good | Very Good | Good | 100 | 87.1 |
| February 2004 | Good | Good | Very Good | Good | 100 | 86.1 |
| November 2001 | Good | Good | Very Good | Good | 100 | 86.1 |
| February 2000 | Good | Good | Very Good | Good | 100 | 86.1 |
| March 1998 | Good | Good | Very Good | Good | 100 | 86.1 |
| January 1996 | Good | Good | Very Good | Good | 31 | 76.4 |
| July 1994 | Good | Very Good | Very Good | Very Good | 31 | 80.4 |
| April 1992 | Good | Very Good | Very Good | Very Good | 31 | 81.2 |
| February 1990 | Good | Very Good | Very Good | Good | 31 | 82.0 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 207 | 186 | 0 | 21 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 667 | 657 | 10 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 66 | 53 | 12 | 1 | 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/1315703
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1315703