I-15 (SR-15) SBL over DEER CROSSING
Map
Coordinates:
+38.17111, -112.6233338°10'16" N, 112°37'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) SBL over DEER CROSSING |
Structure number: | 3F 363S |
Location: | 7.9 MI.NO.BEAR VALLEY INT |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 72.5 ft. [22.1 m] |
Total length: | 75.1 ft. [22.9 m] |
Roadway width between curbs: | 59.7 ft. [18.2 m] |
Deck width edge-to-edge: | 62.7 ft. [19.1 m] |
Skew angle: | 13° |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
Year reconstructed: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,040 [as of 2014] |
Truck traffic: | 44% 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] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Satisfactory | Good | Good | 19040 | 98.0 |
February 2015 | Fair | Satisfactory | Very Good | Good | 8752 | 98.0 |
February 2013 | Fair | Satisfactory | Very Good | Good | 8665 | 98.0 |
February 2011 | Fair | Satisfactory | Very Good | Good | 8815 | 98.0 |
March 2009 | Fair | Satisfactory | Very Good | Good | 8815 | 98.0 |
March 2007 | Fair | Satisfactory | Very Good | Good | 7940 | 98.0 |
March 2005 | Fair | Satisfactory | Very Good | Good | 7940 | 98.0 |
March 2003 | Fair | Satisfactory | Very Good | Good | 7368 | 98.0 |
March 2001 | Fair | Satisfactory | Very Good | Good | 7368 | 97.9 |
February 2001 | Fair | Satisfactory | Very Good | Good | 6845 | 93.0 |
February 1999 | Fair | Satisfactory | Very Good | Good | 6845 | 93.0 |
February 1997 | Fair | Satisfactory | Very Good | Very Good | 5338 | 93.0 |
March 1995 | Fair | Satisfactory | Very Good | Very Good | 5338 | 98.0 |
February 1993 | Fair | Satisfactory | Very Good | Very Good | 4515 | 98.0 |
March 1991 | Fair | Satisfactory | Very Good | Very Good | 4150 | 98.0 |
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. | 665 | 663 | 2 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,647 | 3,332 | 1,315 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 126 | 86 | 38 | 2 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 188 | 147 | 40 | 1 | 0 |