CO.RD.,INTCHG.X-RD over I-70 (SR-70)
Map
Coordinates:
+39.11401, -109.1841939°06'50" N, 109°11'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CO.RD.,INTCHG.X-RD over I-70 (SR-70) |
Structure number: | 0F 285 |
Location: | WEST WATER INTERCHANGE |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 98.1 ft. [29.9 m] |
Total length: | 258.2 ft. [78.7 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
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: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 15 [as of 2012] |
Truck traffic: | 50% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 86.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 15 | 86.3 |
September 2015 | Good | Good | Good | Good | 15 | 86.3 |
September 2013 | Good | Good | Good | Good | 15 | 82.0 |
September 2011 | Good | Good | Good | Good | 25 | 93.8 |
September 2009 | Good | Good | Good | Good | 25 | 93.8 |
October 2007 | Good | Good | Good | Good | 20 | 93.8 |
September 2005 | Good | Good | Good | Good | 20 | 93.8 |
October 2003 | Good | Good | Good | Good | 10 | 93.9 |
September 1999 | Good | Good | Good | Good | 10 | 88.9 |
September 1997 | Good | Good | Good | Good | 10 | 87.9 |
November 1995 | Good | Good | Good | Good | 10 | 93.9 |
October 1993 | Good | Good | Good | Good | 10 | 94.9 |
January 1992 | Good | Good | Good | Good | 10 | 92.9 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,020 | 1,010 | 10 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,698 | 8,698 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 68 | 68 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 69 | 62 | 6 | 1 | 0 |
Bearings |
Elastomeric Bearing | each | 32 | 32 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 572 | 286 | 286 | 0 | 0 |