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I-80 (SR-80) WBL over COUNTY ROAD(INT. X-ROAD)
Map
Coordinates:
+40.76286, -112.78102
40°45'46" N, 112°46'52" W
+40.76286, -112.78102
40°45'46" N, 112°46'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I-80 (SR-80) WBL over COUNTY ROAD(INT. X-ROAD) |
| Structure number: | 4F 165 |
| Location: | DELLE INTERCHANGE |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 86.0 ft. [26.2 m] |
| Total length: | 89.6 ft. [27.3 m] |
| Roadway width between curbs: | 40.4 ft. [12.3 m] |
| Deck width edge-to-edge: | 44.0 ft. [13.4 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] |
| 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 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,850 [as of 2014] |
| Truck traffic: | 34% 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 91.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Good | Good | Good | Good | 7850 | 91.0 |
| September 2016 | Good | Good | Good | Good | 7850 | 91.0 |
| September 2014 | Good | Good | Good | Good | 4078 | 81.0 |
| September 2012 | Good | Very Good | Good | Good | 4066 | 94.2 |
| October 2010 | Good | Very Good | Good | Good | 4265 | 94.2 |
| September 2008 | Good | Very Good | Good | Good | 4265 | 94.2 |
| June 2007 | Good | Very Good | Good | Good | 4176 | 94.2 |
| July 2005 | Good | Very Good | Good | Good | 4176 | 96.0 |
| October 2002 | Good | Very Good | Good | Good | 4248 | 96.0 |
| September 2000 | Good | Very Good | Good | Good | 4085 | 91.0 |
| August 1998 | Good | Very Good | Good | Good | 4085 | 91.0 |
| September 1996 | Good | Very Good | Good | Good | 3428 | 90.0 |
| December 1994 | Good | Very Good | Good | Very Good | 3428 | 95.0 |
| November 1992 | Good | Very Good | Good | Very Good | 3345 | 95.0 |
| July 1991 | Good | Very Good | Good | Very Good | 2970 | 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. | 523 | 521 | 2 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,844 | 3,844 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 87 | 87 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 212 | 209 | 3 | 0 | 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/1571594
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1571594