BOOTLEGGER RD over PONDERA COULEE
Map
Coordinates:
+48.18954, -111.3267748°11'22" N, 111°19'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BOOTLEGGER RD over PONDERA COULEE |
Structure number: | S00225049+01461 |
Location: | 30M E CONRAD |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 82.0 ft. [25.0 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Not applicable [N] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2016] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 97.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Good | Satisfactory | 20 | 97.7 |
October 2015 | Fair | Good | Good | Satisfactory | 20 | 99.7 |
December 2013 | Fair | Good | Good | Satisfactory | 20 | 99.7 |
December 2009 | Fair | Good | Good | Satisfactory | 20 | 99.7 |
January 2006 | Fair | Good | Good | Satisfactory | 20 | 99.7 |
February 2004 | Fair | Good | Good | Satisfactory | 10 | 99.8 |
November 2001 | Fair | Very Good | Very Good | Satisfactory | 10 | 99.8 |
January 2000 | Good | Very Good | Very Good | Good | 10 | 99.8 |
May 1996 | Good | Very Good | Very Good | Good | 45 | 99.6 |
May 1994 | Good | Very Good | Very Good | Good | 50 | 99.6 |
January 1992 | Good | Very Good | Very Good | Good | 23 | 99.7 |
February 1990 | Good | Very Good | Very Good | Very Good | 30 | 99.7 |
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. | 410 | 410 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,497 | 0 | 2,497 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 92 | 79 | 5 | 8 | 0 |
Bearings |
Fixed Bearing | each | 10 | 10 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10 | 0 | 10 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 164 | 164 | 0 | 0 | 0 |