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CROSS ROAD over I 80
Map
Coordinates:
+40.64854, -116.30471
40°38'55" N, 116°18'17" W
+40.64854, -116.30471
40°38'55" N, 116°18'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CROSS ROAD over I 80 |
| Structure number: | I 889 |
| Location: | WEST OF CARLIN |
| Purpose: | Carries highway over highway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 193.9 ft. [59.1 m] |
| Roadway width between curbs: | 28.9 ft. [8.8 m] |
| Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1967 |
| 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: | Concrete continuous [2] |
| Main spans design: | Box beam or girders - Multiple [05] |
| 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: | 100 [as of 2014] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Underclearances appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Good | Good | Good | Good | 100 | 100.0 |
| July 2015 | Good | Good | Good | Good | 100 | 100.0 |
| July 2013 | Good | Good | Good | Good | 100 | 100.0 |
| July 2011 | Good | Good | Good | Good | 25 | 100.0 |
| July 2009 | Good | Good | Good | Good | 25 | 100.0 |
| July 2007 | Good | Good | Good | Good | 25 | 100.0 |
| August 2005 | Fair | Good | Good | Satisfactory | 20 | 100.0 |
| September 2003 | Fair | Satisfactory | Good | Satisfactory | 20 | 98.0 |
| July 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 98.0 |
| August 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 98.0 |
| September 1997 | Fair | Satisfactory | Good | Satisfactory | 20 | 98.0 |
| August 1995 | Fair | Good | Good | Satisfactory | 20 | 98.0 |
| June 1993 | Good | Good | Good | Good | 20 | 100.0 |
| September 1991 | Good | Good | Good | Good | 20 | 97.0 |
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 | ||||||
| Reinforced Concrete Closed Web/Box Girder | linear ft. | 194 | 151 | 43 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 6,806 | 6,736 | 20 | 50 | 0 |
| Wearing Surfaces | sq. ft. | 5,604 | 5,604 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 70 | 65 | 5 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 118 | 118 | 0 | 0 | 0 |
| Steel Pile | each | 44 | 44 | 0 | 0 | 0 |
| Bearings | ||||||
| Enclosed/Concealed Bearing | each | 10 | 10 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 388 | 233 | 105 | 50 | 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/1375742
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1375742