I-15 (SR-15) NBL over COUNTY RD.TO SAGE VALLEY
Map
Coordinates:
+39.57211, -111.9358639°34'20" N, 111°56'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) NBL over COUNTY RD.TO SAGE VALLEY |
Structure number: | 1F 433 |
Location: | 6 MI.NO.MILLS JCT.INTCHG. |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 71.5 ft. [21.8 m] |
Roadway width between curbs: | 40.7 ft. [12.4 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,275 [as of 2014] |
Truck traffic: | 32% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Very Good | Good | 13275 | 93.4 |
March 2015 | Fair | Satisfactory | Very Good | Good | 7332 | 93.6 |
March 2013 | Fair | Satisfactory | Very Good | Good | 6983 | 93.7 |
March 2011 | Fair | Satisfactory | Good | Good | 7045 | 93.7 |
January 2009 | Fair | Satisfactory | Good | Good | 7045 | 93.7 |
November 2007 | Fair | Satisfactory | Good | Good | 6310 | 93.7 |
June 2005 | Fair | Satisfactory | Very Good | Good | 6310 | 93.7 |
February 2003 | Fair | Satisfactory | Very Good | Good | 5805 | 93.7 |
November 2000 | Fair | Satisfactory | Very Good | Good | 5208 | 88.7 |
December 1998 | Fair | Satisfactory | Very Good | Good | 5208 | 88.7 |
January 1997 | Good | Good | Very Good | Good | 3838 | 88.8 |
May 1995 | Good | Good | Very Good | Good | 3838 | 93.7 |
June 1993 | Good | Good | Very Good | Good | 3600 | 93.7 |
April 1991 | Good | Good | Very Good | Good | 2960 | 93.8 |
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. | 422 | 422 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,109 | 2,643 | 466 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 88 | 61 | 0 | 27 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 190 | 95 | 95 | 0 | 0 |