I-70 (SR-70) WBL over SR-94, INTCHG. X-RD
Map
Coordinates:
+38.96215, -109.7221238°57'44" N, 109°43'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-70 (SR-70) WBL over SR-94, INTCHG. X-RD |
Structure number: | 4F 337 |
Location: | THOMPSON INTERCHANGE |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 91.9 ft. [28.0 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 41.0 ft. [12.5 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: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span 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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,720 [as of 2014] |
Truck traffic: | 45% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 |
---|
September 2017 | Fair | Good | Good | Satisfactory | 7720 | 95.3 |
September 2015 | Fair | Good | Good | Satisfactory | 7720 | 95.3 |
September 2013 | Fair | Good | Good | Satisfactory | 3125 | 86.7 |
September 2011 | Fair | Good | Good | Satisfactory | 3207 | 96.0 |
September 2009 | Fair | Good | Good | Satisfactory | 3207 | 96.0 |
October 2007 | Fair | Good | Good | Satisfactory | 3515 | 96.0 |
September 2005 | Fair | Good | Good | Satisfactory | 3515 | 96.0 |
October 2003 | Fair | Good | Good | Satisfactory | 3273 | 96.0 |
September 1999 | Fair | Good | Good | Fair | 2958 | 79.0 |
September 1997 | Fair | Good | Good | Fair | 2688 | 79.0 |
November 1995 | Fair | Good | Good | Fair | 2395 | 84.0 |
October 1993 | Fair | Good | Good | Fair | 2220 | 84.0 |
January 1992 | Fair | Very Good | Good | Satisfactory | 2015 | 95.0 |
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. | 560 | 512 | 48 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,169 | 4,051 | 118 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 89 | 0 | 84 | 5 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 247 | 0 | 247 | 0 | 0 |