S 365-BRADY RD over INT BRADY-I 15
Map
Coordinates:
+48.03551, -111.8299348°02'08" N, 111°49'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S 365-BRADY RD over INT BRADY-I 15 |
Structure number: | S00365000+05101 |
Location: | BRADY |
Purpose: | Carries highway overpass over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 66.6 ft. [20.3 m] |
Total length: | 302.8 ft. [92.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 27° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 5 |
Main spans material: | Prestressed concrete [5] |
Main spans 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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 255 [as of 2017] |
Truck traffic: | 4% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 91.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Very Good | Good | 255 | 91.6 |
June 2016 | Fair | Satisfactory | Good | Good | 290 | 91.6 |
July 2014 | Fair | Satisfactory | Good | Good | 340 | 92.6 |
July 2012 | Fair | Satisfactory | Good | Good | 340 | 92.6 |
July 2010 | Fair | Satisfactory | Good | Good | 340 | 92.6 |
July 2008 | Fair | Satisfactory | Good | Good | 210 | 92.6 |
June 2006 | Fair | Satisfactory | Good | Good | 280 | 90.6 |
September 2004 | Good | Good | Very Good | Very Good | 270 | 90.6 |
October 2002 | Good | Good | Very Good | Very Good | 360 | 90.6 |
January 2000 | Fair | Satisfactory | Very Good | Very Good | 330 | 90.6 |
December 1996 | Good | Good | Very Good | Very Good | 230 | 92.6 |
November 1994 | Good | Very Good | Very Good | Very Good | 260 | 90.5 |
October 1992 | Good | Very Good | Very Good | Very Good | 390 | 90.5 |
January 1991 | Good | Very Good | Very Good | Very Good | 360 | 90.5 |
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. | 1,463 | 1,463 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,472 | 8,667 | 610 | 195 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 92 | 85 | 7 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 141 | 121 | 20 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 36 | 30 | 6 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 36 | 36 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 15 | 9 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15 | 9 | 6 | 0 | 0 |
Fixed Bearing | each | 33 | 27 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 33 | 27 | 6 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 607 | 540 | 67 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,566 | 916 | 350 | 150 | 150 |