SILVER LAKE DR over CLEAR CREEK
Map
Coordinates:
+39.76576, -105.6262539°45'57" N, 105°37'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SILVER LAKE DR over CLEAR CREEK |
Structure number: | CLRSLR-0.02 |
Location: | SILVER LAKE & FRONTAG |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 46.9 ft. [14.3 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
Skew angle: | 10° |
Owner: | County Highway Agency [02] |
Year built: | 1980 |
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: | Gravel [8] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 275 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 49.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Satisfactory | Fair | 275 | 49.5 |
April 2015 | Fair | Fair | Satisfactory | Fair | 236 | 45.2 |
April 2013 | Fair | Fair | Satisfactory | Fair | 236 | 45.2 |
April 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 596 | 49.8 |
May 2009 | Fair | Good | Satisfactory | Satisfactory | 596 | 49.8 |
May 2007 | Fair | Good | Satisfactory | Satisfactory | 432 | 51.9 |
May 2005 | Good | Good | Good | Good | 432 | 51.9 |
May 2003 | Good | Good | Good | Good | 432 | 54.2 |
May 2001 | Good | Good | Good | Good | 287 | 60.4 |
July 1999 | Good | Good | Good | Very Good | 287 | 60.4 |
May 1999 | Good | Good | Good | Very Good | 287 | 60.4 |
May 1997 | Good | Good | Good | Very Good | 287 | 60.4 |
September 1995 | Good | Good | Very Good | Very Good | 213 | 62.1 |
June 1993 | Good | Good | Very Good | Very Good | 213 | 60.5 |
September 1991 | Good | Good | Very Good | Very Good | 213 | 60.5 |
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. | 299 | 0 | 299 | 0 | 0 |
Steel Protective Coating | sq. ft. | 299 | 0 | 0 | 0 | 299 |
Substructure |
Steel Abutment | linear ft. | 48 | 0 | 47 | 1 | 0 |
Steel Protective Coating | sq. ft. | 48 | 0 | 0 | 0 | 48 |
Steel Pile | each | 12 | 0 | 9 | 3 | 0 |
Steel Protective Coating | sq. ft. | 12 | 0 | 0 | 0 | 12 |
Steel Pier Cap | linear ft. | 48 | 0 | 48 | 0 | 0 |
Steel Protective Coating | sq. ft. | 48 | 0 | 0 | 0 | 48 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 1,165 | 565 | 600 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,165 | 1,165 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,165 | 0 | 582 | 0 | 583 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 100 | 82 | 18 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 82 | 0 | 0 | 18 |