MERIDIAN RD over PONDERA COULEE 015
Map
Coordinates:
+48.14870, -111.6666148°08'55" N, 111°39'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MERIDIAN RD over PONDERA COULEE 015 |
Structure number: | L37231001+08001 |
Location: | 12M NE BRADY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2002] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Good | 100 | 97.9 |
November 2016 | Good | Good | Good | Good | 100 | 97.9 |
November 2014 | Good | Good | Good | Good | 100 | 98.9 |
November 2012 | Good | Good | Good | Good | 100 | 98.9 |
December 2010 | Good | Good | Good | Good | 100 | 98.9 |
November 2008 | Good | Good | Good | Good | 100 | 98.9 |
November 2006 | Good | Good | Good | Good | 100 | 98.9 |
November 2004 | Good | Good | Good | Good | 100 | 98.9 |
October 2002 | Good | Good | Good | Good | 100 | 98.9 |
June 2001 | Good | Good | Good | Good | 100 | 98.9 |
May 1999 | Good | Good | Very Good | Good | 100 | 96.9 |
April 1997 | Good | Good | Very Good | Good | 100 | 96.9 |
December 1994 | Good | Good | Very Good | Good | 31 | 95.0 |
February 1993 | Good | Good | Very Good | Good | 31 | 95.0 |
February 1991 | Good | Good | Very Good | Good | 31 | 95.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Timber Column | each | 15 | 3 | 12 | 0 | 0 |
Timber Abutment | linear ft. | 98 | 85 | 13 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 79 | 65 | 14 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,087 | 1,087 | 0 | 0 | 0 |