I 70 ML WBND over COUNTY ROAD
Map
Coordinates:
+39.76556, -105.6139539°45'56" N, 105°36'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 70 ML WBND over COUNTY ROAD |
Structure number: | E-14-AJ |
Location: | DOWNIEVILLE INT. |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 46.9 ft. [14.3 m] |
Total length: | 119.1 ft. [36.3 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
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: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,000 [as of 2011] |
Truck traffic: | 11% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Very Good | Very Good | Good | 20000 | 95.3 |
August 2015 | Good | Very Good | Very Good | Good | 20000 | 95.0 |
August 2013 | Good | Very Good | Very Good | Good | 20000 | 95.0 |
September 2011 | Good | Very Good | Very Good | Good | 16150 | 95.0 |
August 2009 | Good | Very Good | Very Good | Good | 16150 | 95.0 |
August 2007 | Good | Very Good | Very Good | Good | 15400 | 95.0 |
August 2005 | Good | Very Good | Very Good | Good | 18174 | 95.0 |
September 2003 | Good | Very Good | Very Good | Good | 22297 | 95.0 |
August 2001 | Good | Very Good | Very Good | Good | 22297 | 94.8 |
July 1999 | Good | Very Good | Very Good | Good | 14925 | 94.8 |
September 1997 | Good | Very Good | Very Good | Good | 13500 | 93.8 |
August 1995 | Good | Very Good | Good | Good | 13500 | 93.7 |
July 1993 | Good | Very Good | Good | Good | 13800 | 93.7 |
July 1991 | Good | Very Good | Good | Good | 11400 | 93.7 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 575 | 575 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 4,998 | 4,998 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,522 | 4,522 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 84 | 80 | 4 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 70 | 70 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 76 | 0 | 76 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 238 | 226 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 238 | 238 | 0 | 0 | 0 |