County Road 30 over Trib. to Buck Creek
Map
Coordinates:
+40.00169, -103.4084440°00'06" N, 103°24'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Road 30 over Trib. to Buck Creek |
Structure number: | WTN30-R.65 |
Location: | 0.65 Mi. E. of Co. Rd. R |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 33.8 ft. [10.3 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1974 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 26 [as of 2012] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 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: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 74.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Good | Fair | 26 | 74.5 |
December 2015 | Fair | Good | Good | Fair | 26 | 74.5 |
December 2013 | Fair | Good | Good | Satisfactory | 26 | 85.5 |
December 2011 | Fair | Good | Good | Satisfactory | 26 | 85.5 |
January 2010 | Fair | Good | Good | Fair | 31 | 74.4 |
December 2007 | Fair | Good | Good | Satisfactory | 31 | 85.4 |
November 2005 | Good | Good | Good | Good | 25 | 85.4 |
November 2003 | Good | Good | Good | Very Good | 25 | 84.3 |
May 2001 | Fair | Good | Good | Fair | 25 | 73.0 |
April 1999 | Poor | Good | Satisfactory | Poor | 25 | 56.9 |
June 1997 | Poor | Good | Satisfactory | Poor | 25 | 56.9 |
December 1995 | Poor | Good | Satisfactory | Poor | 33 | 56.9 |
May 1993 | Fair | Very Good | Good | Fair | 33 | 40.9 |
April 1991 | Good | Very Good | Good | Good | 33 | 40.9 |
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. | 271 | 203 | 68 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 892 | 883 | 9 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 53 | 52 | 0 | 1 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 68 | 37 | 31 | 0 | 0 |
Steel Protective Coating | sq. ft. | 68 | 43 | 0 | 0 | 25 |