I-15 (SR-15) SBL over COUNTY ACCESS ROAD
Map
Coordinates:
+38.18750, -112.6386138°11'15" N, 112°38'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) SBL over COUNTY ACCESS ROAD |
Structure number: | 3F 397 |
Location: | 5 MI.SO.SO.BEAVER INTCHG. |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 94.8 ft. [28.9 m] |
Total length: | 98.4 ft. [30.0 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 38° |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
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: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,040 [as of 2014] |
Truck traffic: | 44% of total traffic |
Deck condition: | Good [7 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: | 93.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Very Good | Good | 19040 | 93.1 |
February 2015 | Good | Good | Very Good | Good | 8752 | 93.6 |
February 2013 | Good | Good | Very Good | Good | 8665 | 93.6 |
February 2011 | Good | Good | Very Good | Good | 8815 | 93.6 |
March 2009 | Good | Good | Very Good | Good | 8815 | 93.6 |
March 2007 | Good | Good | Very Good | Good | 7939 | 93.6 |
March 2005 | Good | Good | Very Good | Good | 7939 | 93.6 |
March 2003 | Good | Good | Very Good | Good | 7368 | 93.6 |
March 2001 | Good | Good | Very Good | Good | 7368 | 93.6 |
February 2001 | Good | Good | Very Good | Good | 6845 | 88.6 |
February 1999 | Good | Good | Very Good | Good | 6845 | 88.6 |
February 1997 | Good | Good | Very Good | Good | 5338 | 88.7 |
March 1995 | Good | Good | Very Good | Good | 5338 | 93.6 |
February 1993 | Good | Good | Very Good | Good | 4515 | 91.6 |
March 1991 | Good | Good | Very Good | Very Good | 4150 | 92.7 |
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. | 673 | 673 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,290 | 3,670 | 610 | 10 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 112 | 95 | 14 | 3 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 277 | 194 | 83 | 0 | 0 |