PREPUTIN RD over PONDERA COULEE 011
Map
Coordinates:
+48.12393, -111.5368748°07'26" N, 111°32'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PREPUTIN RD over PONDERA COULEE 011 |
Structure number: | L37201003+06001 |
Location: | 16M NE BRADY |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 79.1 ft. [24.1 m] |
Total length: | 79.1 ft. [24.1 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Year reconstructed: | 1992 |
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: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
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: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 90.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Good | 100 | 90.7 |
November 2016 | Good | Good | Good | Good | 100 | 90.7 |
November 2014 | Good | Good | Good | Good | 100 | 92.7 |
November 2012 | Good | Good | Good | Good | 100 | 92.7 |
December 2010 | Good | Good | Good | Good | 100 | 92.7 |
November 2008 | Good | Good | Good | Good | 100 | 91.7 |
November 2006 | Good | Good | Good | Good | 100 | 91.7 |
November 2004 | Good | Very Good | Good | Good | 100 | 91.7 |
October 2002 | Good | Very Good | Good | Good | 100 | 91.7 |
June 2001 | Good | Very Good | Good | Good | 100 | 91.7 |
May 1999 | Good | Very Good | Very Good | Very Good | 100 | 64.2 |
April 1997 | Good | Very Good | Very Good | Very Good | 100 | 64.2 |
December 1994 | Good | Very Good | Very Good | Very Good | 96 | 64.2 |
February 1993 | Good | Very Good | Very Good | Very Good | 96 | 66.4 |
February 1991 | Good | Good | Very Good | Good | 96 | 66.4 |
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. | 476 | 337 | 139 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4,360 | 2,180 | 872 | 436 | 872 |
Substructure |
Steel Column | each | 12 | 0 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 320 | 160 | 64 | 32 | 64 |
Steel Abutment | linear ft. | 125 | 114 | 11 | 0 | 0 |
Steel Protective Coating | sq. ft. | 751 | 600 | 75 | 38 | 38 |
Steel Pier Cap | linear ft. | 52 | 0 | 52 | 0 | 0 |
Steel Protective Coating | sq. ft. | 173 | 86 | 35 | 17 | 35 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 2,088 | 2,088 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,088 | 2,088 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,088 | 2,088 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 12 | 0 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12 | 8 | 1 | 1 | 2 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 157 | 123 | 34 | 0 | 0 |
Steel Protective Coating | sq. ft. | 405 | 364 | 0 | 0 | 41 |