I-15 (SR-15) NBL over SR-273
Map
Coordinates:
+41.03778, -111.9483341°02'16" N, 111°56'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) NBL over SR-273 |
Structure number: | 1F 195 |
Location: | KAYSVILLE INTERCHANGE |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 107.9 ft. [32.9 m] |
Total length: | 188.0 ft. [57.3 m] |
Roadway width between curbs: | 77.8 ft. [23.7 m] |
Deck width edge-to-edge: | 81.0 ft. [24.7 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 28° |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
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: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 116,755 [as of 2014] |
Truck traffic: | 36% of total traffic |
Deck condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Good | Good | 116755 | 97.0 |
June 2015 | Fair | Satisfactory | Good | Good | 116755 | 97.0 |
June 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 60124 | 86.2 |
June 2011 | Good | Good | Good | Good | 50497 | 97.0 |
June 2009 | Good | Good | Good | Good | 50497 | 97.0 |
November 2007 | Good | Good | Good | Good | 40715 | 97.0 |
August 2005 | Good | Good | Good | Good | 40715 | 97.0 |
April 2003 | Good | Good | Good | Good | 37923 | 97.0 |
August 1999 | Good | Good | Good | Good | 40813 | 92.0 |
July 1997 | Good | Good | Good | Good | 36878 | 92.0 |
November 1995 | Fair | Satisfactory | Good | Good | 28690 | 97.0 |
January 1994 | Fair | Satisfactory | Good | Good | 25435 | 97.0 |
September 1991 | Fair | Satisfactory | Good | Good | 23110 | 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 |
Prestressed Concrete Girder/Beam | linear ft. | 2,246 | 2,211 | 35 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 15,370 | 7,825 | 7,500 | 45 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 126 | 126 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 225 | 190 | 35 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 183 | 183 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 48 | 24 | 24 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 467 | 397 | 40 | 30 | 0 |