I-215,(SR-215) WBL over UPRR and UTA TRACKS
Map
Coordinates:
+40.83522, -111.9176040°50'07" N, 111°55'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-215,(SR-215) WBL over UPRR and UTA TRACKS |
Structure number: | 4F 126 |
Location: | .2 Mi.W.JCT.WITH I-15,NSL |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 91.2 ft. [27.8 m] |
Total length: | 349.1 ft. [106.4 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 34° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Year reconstructed: | 2015 |
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: | 5 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 31,860 [as of 2014] |
Truck traffic: | 30% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 60.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Satisfactory | Satisfactory | 31860 | 60.5 |
June 2015 | Fair | Satisfactory | Satisfactory | Fair | 31860 | 49.3 |
June 2013 | Fair | Satisfactory | Satisfactory | Fair | 12683 | 49.9 |
June 2011 | Fair | Satisfactory | Satisfactory | Fair | 12335 | 82.7 |
June 2009 | Fair | Satisfactory | Satisfactory | Fair | 22060 | 83.8 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 29328 | 94.6 |
November 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 29328 | 94.6 |
January 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 37063 | 94.3 |
June 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 36061 | 89.2 |
October 1998 | Fair | Good | Good | Satisfactory | 36061 | 90.2 |
November 1996 | Fair | Good | Good | Satisfactory | 15738 | 91.2 |
April 1995 | Good | Good | Good | Good | 15738 | 95.8 |
May 1993 | Good | Good | Good | Good | 14290 | 94.9 |
July 1991 | Good | Good | Good | Good | 11850 | 96.1 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,960 | 1,912 | 48 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,133 | 14,033 | 100 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 10 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 100 | 32 | 68 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 197 | 157 | 24 | 16 | 0 |
Joints |
Compression Joint | linear ft. | 233 | 233 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 60 | 60 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 766 | 638 | 128 | 0 | 0 |