SR-26 over UNION PACIFIC RAILROAD
Map
Coordinates:
+41.16889, -112.0227841°10'08" N, 112°01'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-26 over UNION PACIFIC RAILROAD |
Structure number: | 0C 647 |
Location: | 0.2 MI W OF I-15 INT |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 74.2 ft. [22.6 m] |
Total length: | 187.0 ft. [57.0 m] |
Roadway width between curbs: | 82.7 ft. [25.2 m] |
Deck width edge-to-edge: | 92.5 ft. [28.2 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 50° |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
Year reconstructed: | 2014 |
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: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,135 [as of 2014] |
Truck traffic: | 24% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
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: | 90.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Very Good | Very Good | Good | 20135 | 90.2 |
August 2015 | Good | Very Good | Very Good | Good | 20135 | 90.2 |
November 2014 | Good | Very Good | Very Good | Good | 20428 | 77.0 |
August 2013 | Poor | Poor | Good | Good | 20428 | 85.1 |
August 2011 | Good | Good | Very Good | Good | 29000 | 84.4 |
June 2009 | Good | Good | Very Good | Good | 29000 | 84.4 |
October 2007 | Good | Good | Very Good | Good | 27310 | 85.2 |
October 2005 | Good | Good | Very Good | Good | 27310 | 85.2 |
July 2003 | Good | Good | Very Good | Good | 25415 | 86.1 |
June 1999 | Good | Good | Very Good | Good | 22704 | 81.7 |
June 1997 | Good | Good | Very Good | Good | 23110 | 81.5 |
October 1995 | Good | Good | Very Good | Good | 21370 | 88.4 |
December 1993 | Good | Good | Very Good | Good | 21295 | 88.4 |
October 1991 | Good | Very Good | Very Good | Very Good | 20510 | 88.8 |
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 |
Steel Girder/Beam | linear ft. | 2,033 | 2,033 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 17,317 | 17,317 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 285 | 285 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 268 | 268 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 22 | 22 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 454 | 454 | 0 | 0 | 0 |