I-15 (SR-15) SBL over SEVIER RIVER
Map
Coordinates:
+39.40972, -112.0519439°24'35" N, 112°03'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) SBL over SEVIER RIVER |
Structure number: | 3F 432 |
Location: | 11.5 MI.NORTH of SCIPIO |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 115.2 ft. [35.1 m] |
Total length: | 118.4 ft. [36.1 m] |
Roadway width between curbs: | 42.3 ft. [12.9 m] |
Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1982 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,720 [as of 2014] |
Truck traffic: | 42% 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Good | Satisfactory | 9720 | 96.5 |
March 2015 | Fair | Satisfactory | Good | Good | 4578 | 96.8 |
March 2013 | Fair | Satisfactory | Good | Good | 7105 | 96.7 |
March 2011 | Fair | Satisfactory | Good | Good | 7185 | 96.7 |
January 2009 | Fair | Satisfactory | Good | Good | 7185 | 96.7 |
November 2007 | Fair | Satisfactory | Good | Good | 6350 | 96.7 |
June 2005 | Fair | Satisfactory | Good | Good | 6350 | 96.7 |
February 2003 | Fair | Satisfactory | Good | Good | 5785 | 96.7 |
November 2000 | Fair | Satisfactory | Good | Good | 5495 | 91.7 |
December 1998 | Fair | Satisfactory | Good | Good | 5495 | 91.7 |
January 1997 | Good | Good | Good | Good | 4113 | 91.8 |
May 1995 | Good | Good | Good | Good | 4113 | 96.7 |
June 1993 | Good | Good | Good | Very Good | 3730 | 96.7 |
April 1991 | Good | Good | Very Good | Very Good | 3132 | 96.8 |
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. | 586 | 586 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,206 | 3,854 | 1,300 | 52 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 88 | 0 | 27 | 61 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 305 | 262 | 43 | 0 | 0 |