I 70 ML EBND over SWEETWATER CROSS ROAD
Map
Coordinates:
+39.64742, -107.0654139°38'51" N, 107°03'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 70 ML EBND over SWEETWATER CROSS ROAD |
Structure number: | F-08-O |
Location: | DOTSERO INTERCHANGE |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 122.1 ft. [37.2 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 44.6 ft. [13.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,000 [as of 2011] |
Truck traffic: | 15% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 92.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Very Good | 7000 | 92.4 |
June 2016 | Good | Good | Good | Very Good | 7000 | 92.4 |
June 2014 | Good | Good | Very Good | Very Good | 7000 | 92.4 |
June 2012 | Good | Good | Very Good | Very Good | 8700 | 92.3 |
June 2008 | Good | Good | Very Good | Very Good | 8700 | 96.3 |
April 2004 | Good | Good | Very Good | Very Good | 7380 | 96.4 |
June 2002 | Good | Good | Very Good | Very Good | 8370 | 96.3 |
May 2000 | Good | Good | Very Good | Very Good | 5740 | 95.0 |
May 1998 | Good | Good | Very Good | Very Good | 5740 | 95.0 |
April 1996 | Good | Good | Good | Good | 3850 | 95.2 |
June 1994 | Good | Good | Good | Good | 3675 | 95.3 |
June 1992 | Good | Good | Good | Good | 3675 | 96.7 |
May 1990 | Good | Good | Good | Good | 3675 | 96.7 |
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. | 732 | 731 | 0 | 1 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,429 | 5,209 | 220 | 0 | 0 |
Wearing Surfaces | sq. ft. | 5,124 | 5,002 | 0 | 122 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 89 | 89 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 74 | 74 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 378 | 378 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 378 | 378 | 0 | 0 | 0 |