Share: 
US HWY 91 S over S PONDERA COULEE 055
Map
Coordinates:
+48.07337, -111.88197
48°04'24" N, 111°52'55" W
+48.07337, -111.88197
48°04'24" N, 111°52'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US HWY 91 S over S PONDERA COULEE 055 |
| Structure number: | L37147008+00001 |
| Location: | 2M NW BRADY |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 19.0 ft. [5.8 m] |
| Total length: | 21.0 ft. [6.4 m] |
| Roadway width between curbs: | 26.2 ft. [8.0 m] |
| Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1955 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Wood or timber [7] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Fair |
| 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: | Satisfactory [6 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 minimum criteria [6] |
| 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 75.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | Good | Good | Satisfactory | 100 | 75.8 |
| January 2016 | Fair | Good | Good | Satisfactory | 100 | 75.8 |
| January 2014 | Fair | Good | Good | Satisfactory | 100 | 75.8 |
| January 2012 | Fair | Good | Good | Satisfactory | 100 | 75.8 |
| February 2010 | Fair | Good | Good | Satisfactory | 100 | 76.8 |
| February 2008 | Fair | Good | Good | Satisfactory | 100 | 76.8 |
| February 2006 | Good | Good | Good | Good | 100 | 76.8 |
| April 2004 | Good | Good | Good | Good | 100 | 76.8 |
| March 2002 | Fair | Good | Good | Satisfactory | 100 | 76.8 |
| February 2000 | Fair | Good | Good | Satisfactory | 100 | 81.9 |
| June 1996 | Good | Good | Good | Good | 100 | 77.9 |
| April 1994 | Good | Good | Very Good | Very Good | 252 | 72.5 |
| October 1991 | Good | Good | Very Good | Very Good | 31 | 80.6 |
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 | ||||||
| Timber Girder/Beam | linear ft. | 335 | 333 | 2 | 0 | 0 |
| Substructure | ||||||
| Timber Column | each | 10 | 5 | 5 | 0 | 0 |
| Timber Abutment | linear ft. | 125 | 95 | 21 | 9 | 0 |
| Timber Pier Cap | linear ft. | 56 | 28 | 28 | 0 | 0 |
| Deck | ||||||
| Timber Deck | sq. ft. | 570 | 556 | 14 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 570 | 570 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Timber Bridge Rail | linear ft. | 43 | 38 | 5 | 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/1316779
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1316779