COALMINE RD over DRAINAGE 032
Map
Coordinates:
+48.16024, -112.2409448°09'37" N, 112°14'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COALMINE RD over DRAINAGE 032 |
Structure number: | L37327014+05001 |
Location: | 15M W CONRAD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.0 ft. [7.3 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: | 1986 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Channel beam [22] |
Deck type: | Not applicable [N] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2004] |
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: | 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: | 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: | 97.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Good | Satisfactory | 100 | 97.9 |
November 2015 | Fair | Good | Good | Satisfactory | 100 | 99.9 |
December 2013 | Fair | Good | Good | Satisfactory | 100 | 99.9 |
December 2011 | Fair | Good | Good | Satisfactory | 100 | 88.9 |
December 2009 | Fair | Good | Good | Satisfactory | 100 | 88.9 |
December 2007 | Good | Good | Good | Good | 100 | 87.9 |
January 2006 | Good | Good | Good | Good | 100 | 86.9 |
February 2004 | Good | Very Good | Good | Good | 100 | 87.9 |
December 2001 | Good | Very Good | Very Good | Good | 100 | 88.9 |
April 2000 | Good | Very Good | Very Good | Very Good | 100 | 88.9 |
May 1999 | Good | Very Good | Very Good | Very Good | 100 | 86.9 |
May 1996 | Good | Very Good | Very Good | Very Good | 100 | 86.9 |
February 1994 | Good | Very Good | Very Good | Very Good | 31 | 86.8 |
February 1991 | Good | Very Good | Very Good | Very Good | 31 | 88.4 |
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. | 23 | 0 | 23 | 0 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 194 | 189 | 5 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 624 | 599 | 25 | 0 | 0 |
Substructure |
Steel Column | each | 12 | 0 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 780 | 156 | 312 | 156 | 156 |
Steel Abutment | linear ft. | 118 | 83 | 35 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,400 | 1,230 | 0 | 85 | 85 |
Steel Pier Cap | linear ft. | 52 | 0 | 52 | 0 | 0 |
Steel Protective Coating | sq. ft. | 260 | 52 | 104 | 52 | 52 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 49 | 41 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 112 | 104 | 0 | 0 | 8 |