I-15 (SR-15) SBL over UNION PACIFIC RAILROAD
Map
Coordinates:
+39.48778, -111.9744439°29'16" N, 111°58'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) SBL over UNION PACIFIC RAILROAD |
Structure number: | 3F 406 |
Location: | NORTH OF MILLS JCT.INTCHG |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 69.2 ft. [21.1 m] |
Total length: | 190.6 ft. [58.1 m] |
Roadway width between curbs: | 40.7 ft. [12.4 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 51° |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
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: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,275 [as of 2014] |
Truck traffic: | 32% of total traffic |
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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Good | Satisfactory | 13275 | 97.4 |
March 2015 | Good | Good | Good | Good | 7332 | 97.7 |
March 2013 | Good | Good | Good | Good | 6983 | 97.7 |
March 2011 | Good | Good | Good | Good | 7045 | 97.7 |
January 2009 | Good | Very Good | Good | Good | 7045 | 97.7 |
November 2007 | Good | Very Good | Good | Good | 6310 | 97.7 |
June 2005 | Good | Very Good | Good | Good | 6310 | 97.7 |
February 2003 | Good | Good | Good | Good | 5805 | 97.7 |
November 2000 | Good | Good | Good | Good | 5208 | 92.7 |
December 1998 | Good | Good | Good | Good | 5208 | 92.7 |
January 1997 | Good | Good | Good | Good | 3838 | 92.8 |
May 1995 | Good | Good | Good | Very Good | 3838 | 97.7 |
June 1993 | Good | Good | Good | Very Good | 3600 | 97.7 |
April 1991 | Good | Good | Good | Very Good | 2960 | 97.8 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 932 | 931 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,329 | 6,870 | 1,249 | 210 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 107 | 107 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 143 | 61 | 75 | 7 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 131 | 131 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 446 | 6 | 434 | 6 | 0 |