COUNTY ROAD 321 over I 70 ML
Map
Coordinates:
+39.69230, -105.8052039°41'32" N, 105°48'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 321 over I 70 ML |
Structure number: | F-13-T |
Location: | 8 MI E OF EISENHOWER TUNN |
Purpose: | Carries highway overpass over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 104.0 ft. [31.7 m] |
Total length: | 204.1 ft. [62.2 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 88 [as of 2013] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Fair | Satisfactory | 88 | 84.8 |
April 2015 | Fair | Fair | Fair | Satisfactory | 88 | 83.8 |
April 2013 | Fair | Fair | Fair | Satisfactory | 88 | 84.8 |
June 2011 | Poor | Poor | Fair | Satisfactory | 400 | 82.7 |
May 2009 | Poor | Poor | Fair | Satisfactory | 400 | 82.7 |
July 2007 | Poor | Poor | Fair | Satisfactory | 420 | 82.7 |
June 2005 | Poor | Poor | Fair | Satisfactory | 420 | 82.7 |
June 2003 | Poor | Poor | Fair | Satisfactory | 420 | 82.7 |
April 2001 | Poor | Poor | Fair | Satisfactory | 420 | 82.6 |
April 1999 | Fair | Fair | Satisfactory | Satisfactory | 400 | 95.6 |
April 1997 | Fair | Fair | Satisfactory | Satisfactory | 408 | 95.6 |
June 1995 | Fair | Fair | Satisfactory | Satisfactory | 408 | 93.6 |
April 1993 | Fair | Satisfactory | Good | Satisfactory | 408 | 94.9 |
June 1991 | Fair | Satisfactory | Good | Satisfactory | 408 | 98.9 |
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. | 1,020 | 210 | 800 | 10 | 0 |
Steel Protective Coating | sq. ft. | 1,020 | 0 | 1,010 | 10 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,446 | 4,840 | 2,606 | 0 | 0 |
Wearing Surfaces | sq. ft. | 6,936 | 6,836 | 100 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 6,936 | 6,936 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 15 | 15 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 73 | 38 | 20 | 15 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 35 | 35 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 73 | 0 | 73 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 10 | 9 | 1 | 0 | 0 |
Fixed Bearing | each | 5 | 5 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 5 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 408 | 401 | 7 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,632 | 1,604 | 28 | 0 | 0 |