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COUNTY ROAD over I-80 (SR-80) EBL & W
Map
Coordinates:
+40.82142, -112.90326
40°49'17" N, 112°54'12" W
+40.82142, -112.90326
40°49'17" N, 112°54'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD over I-80 (SR-80) EBL & W |
| Structure number: | 0D 621 |
| Location: | LOW INTERCHANGE |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 79.1 ft. [24.1 m] |
| Total length: | 272.0 ft. [82.9 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 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: | 1959 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 4 |
| 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: September 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 111 [as of 2012] |
| Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
| Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 86.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Fair | Satisfactory | Good | Satisfactory | 111 | 86.9 |
| September 2016 | Fair | Satisfactory | Good | Satisfactory | 111 | 86.9 |
| September 2014 | Fair | Satisfactory | Good | Satisfactory | 111 | 86.9 |
| September 2012 | Fair | Satisfactory | Good | Satisfactory | 1300 | 82.2 |
| October 2010 | Fair | Satisfactory | Good | Good | 218 | 92.4 |
| September 2008 | Fair | Satisfactory | Good | Good | 218 | 87.2 |
| June 2007 | Fair | Satisfactory | Good | Good | 172 | 87.3 |
| July 2005 | Fair | Satisfactory | Good | Good | 172 | 87.3 |
| October 2002 | Fair | Satisfactory | Good | Good | 150 | 87.3 |
| September 2000 | Fair | Satisfactory | Good | Good | 150 | 82.3 |
| August 1998 | Fair | Satisfactory | Good | Good | 150 | 82.3 |
| September 1996 | Fair | Satisfactory | Good | Good | 150 | 82.3 |
| December 1994 | Fair | Satisfactory | Good | Good | 150 | 87.3 |
| November 1992 | Fair | Satisfactory | Satisfactory | Good | 100 | 92.9 |
| July 1991 | Good | Good | Good | Good | 50 | 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 | ||||||
| Reinforced Concrete Girder/Beam | linear ft. | 1,077 | 1,071 | 6 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 9,202 | 7,392 | 1,404 | 406 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 12 | 1 | 8 | 3 | 0 |
| Reinforced Concrete Abutment | linear ft. | 68 | 24 | 20 | 24 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 77 | 77 | 0 | 0 | 0 |
| Bearings | ||||||
| Fixed Bearing | each | 8 | 0 | 8 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 568 | 498 | 70 | 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/1570210
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570210