Share: 
I-84 (SR-84) over CO. ROAD TO DEVILS SLIDE
Map
Coordinates:
+41.05934, -111.54033
41°03'34" N, 111°32'25" W
+41.05934, -111.54033
41°03'34" N, 111°32'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I-84 (SR-84) over CO. ROAD TO DEVILS SLIDE |
| Structure number: | 0F 262 |
| Location: | DEVILS SLIDE INTERCHANGE |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 103.4 ft. [31.5 m] |
| Total length: | 108.9 ft. [33.2 m] |
| Roadway width between curbs: | 90.6 ft. [27.6 m] |
| Deck width edge-to-edge: | 93.8 ft. [28.6 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Skew angle: | 26° |
| Owner: | State Highway Agency [01] |
| Year built: | 1973 |
| 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: July 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,760 [as of 2014] |
| Truck traffic: | 53% 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: | 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 68.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Good | Good | Good | Good | 8760 | 68.0 |
| July 2015 | Good | Good | Good | Good | 8760 | 68.0 |
| July 2013 | Good | Good | Good | Good | 8347 | 56.1 |
| July 2011 | Good | Good | Good | Good | 10050 | 82.6 |
| July 2009 | Good | Good | Good | Good | 10050 | 82.6 |
| October 2007 | Good | Good | Good | Good | 10050 | 82.6 |
| October 2005 | Good | Good | Good | Good | 10050 | 82.6 |
| July 2003 | Good | Good | Good | Good | 10205 | 82.6 |
| July 1999 | Good | Good | Very Good | Good | 8590 | 77.5 |
| July 1997 | Good | Very Good | Very Good | Good | 7265 | 77.5 |
| September 1995 | Fair | Good | Very Good | Satisfactory | 6995 | 81.6 |
| September 1993 | Fair | Good | Very Good | Satisfactory | 6230 | 81.6 |
| October 1991 | Good | Good | Good | Good | 5060 | 82.6 |
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. | 1,156 | 1,155 | 1 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 10,009 | 9,709 | 300 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 209 | 199 | 10 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 22 | 22 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 631 | 0 | 601 | 30 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570596
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570596