CROW CREEK RD over CROW CREEK 033
Map
Coordinates:
+45.44491, -104.9663545°26'42" N, 104°57'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CROW CREEK RD over CROW CREEK 033 |
Structure number: | L06030017+06001 |
Location: | 17M NW HAMMOND |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 56.4 ft. [17.2 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
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: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2004] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 45.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Satisfactory | Good | 100 | 45.4 |
September 2015 | Fair | Good | Satisfactory | Good | 100 | 45.4 |
September 2013 | Fair | Good | Satisfactory | Good | 100 | 45.4 |
September 2011 | Fair | Good | Satisfactory | Good | 100 | 45.4 |
September 2009 | Fair | Good | Satisfactory | Good | 100 | 45.4 |
September 2007 | Fair | Good | Fair | Satisfactory | 100 | 39.2 |
October 2005 | Fair | Good | Fair | Satisfactory | 100 | 39.2 |
March 2004 | Fair | Good | Fair | Satisfactory | 100 | 39.2 |
November 2001 | Fair | Good | Fair | Satisfactory | 100 | 39.2 |
November 1999 | Fair | Very Good | Fair | Satisfactory | 100 | 39.2 |
February 1998 | Fair | Very Good | Fair | Satisfactory | 100 | 39.2 |
November 1995 | Fair | Very Good | Satisfactory | Satisfactory | 31 | 43.6 |
May 1994 | Fair | Very Good | Satisfactory | Very Good | 31 | 43.6 |
February 1992 | Fair | Very Good | Satisfactory | Very Good | 31 | 49.1 |
March 1990 | Fair | Very Good | Satisfactory | Very Good | 31 | 49.1 |
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. | 420 | 0 | 420 | 0 | 0 |
Substructure |
Steel Abutment | linear ft. | 108 | 108 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 648 | 648 | 0 | 0 | 0 |
Steel Pile | each | 12 | 0 | 12 | 0 | 0 |
Steel Pier Cap | linear ft. | 56 | 0 | 56 | 0 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 1,750 | 1,750 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,750 | 1,750 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,750 | 1,750 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 140 | 140 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 350 | 350 | 0 | 0 | 0 |