I-15 (SR-15) SBL over SR-21 BEAVER CENTER ST.
Map
Coordinates:
+38.27417, -112.6505638°16'27" N, 112°39'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) SBL over SR-21 BEAVER CENTER ST. |
Structure number: | 3D 767 |
Location: | WEST SIDE OF BEAVER |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 40.4 ft. [12.3 m] |
Total length: | 105.3 ft. [32.1 m] |
Roadway width between curbs: | 37.7 ft. [11.5 m] |
Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
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: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
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: | 17,230 [as of 2014] |
Truck traffic: | 44% of total traffic |
Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 17230 | 94.2 |
February 2015 | Good | Good | Good | Good | 7920 | 85.7 |
February 2013 | Good | Good | Good | Good | 7842 | 79.7 |
February 2011 | Good | Good | Good | Good | 8305 | 79.7 |
March 2009 | Good | Good | Good | Good | 8305 | 93.6 |
March 2007 | Good | Good | Good | Good | 7144 | 93.7 |
March 2005 | Good | Good | Good | Good | 7144 | 93.7 |
March 2003 | Good | Good | Good | Good | 6053 | 93.7 |
March 2001 | Good | Good | Good | Very Good | 6053 | 95.6 |
February 2001 | Good | Good | Good | Very Good | 5623 | 89.7 |
February 1999 | Good | Good | Good | Very Good | 5623 | 89.7 |
February 1997 | Good | Good | Good | Very Good | 4313 | 88.8 |
March 1995 | Good | Good | Good | Very Good | 4313 | 91.7 |
February 1993 | Good | Good | Good | Very Good | 3685 | 91.7 |
March 1991 | Good | Very Good | Very Good | Very Good | 3375 | 91.7 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 513 | 496 | 14 | 3 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,325 | 4,261 | 63 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 1 | 4 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 82 | 80 | 2 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 73 | 73 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 246 | 0 | 176 | 70 | 0 |