I-15 (SR-15) over CENTER ST. (CUDAHY LN.)
Map
Coordinates:
+40.84167, -111.9152840°50'30" N, 111°54'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) over CENTER ST. (CUDAHY LN.) |
Structure number: | 0C 804 |
Location: | WEST SIDE OF NO.SALT LAKE |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 76.4 ft. [23.3 m] |
Total length: | 107.3 ft. [32.7 m] |
Roadway width between curbs: | 160.4 ft. [48.9 m] |
Deck width edge-to-edge: | 174.9 ft. [53.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 1° |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 148,610 [as of 2014] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Very Good | Very Good | 148610 | 85.0 |
June 2015 | Good | Good | Very Good | Very Good | 148610 | 85.0 |
June 2013 | Good | Good | Very Good | Very Good | 145347 | 85.0 |
June 2011 | Good | Good | Very Good | Very Good | 135410 | 85.3 |
June 2009 | Good | Very Good | Very Good | Very Good | 151090 | 85.0 |
October 2007 | Good | Very Good | Very Good | Very Good | 179510 | 85.0 |
April 2005 | Good | Very Good | Very Good | Very Good | 179510 | 85.0 |
January 2003 | Good | Very Good | Very Good | Very Good | 160804 | 85.0 |
November 2000 | Good | Very Good | Very Good | Very Good | 120095 | 81.0 |
October 1998 | Good | Very Good | Very Good | Very Good | 139935 | 80.0 |
August 1997 | Good | Excellent | Excellent | Excellent | 119686 | 81.1 |
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. | 3,246 | 3,246 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 18,920 | 17,120 | 1,800 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 20 | 20 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 349 | 349 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 341 | 341 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 60 | 60 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 629 | 315 | 314 | 0 | 0 |