S 21 over INT MIDWAY I 15
Map
Coordinates:
+48.13024, -111.9034748°07'49" N, 111°54'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S 21 over INT MIDWAY I 15 |
Structure number: | P00021000+00001 |
Location: | 3M SE CONRAD |
Purpose: | Carries highway overpass over highway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 105.6 ft. [32.2 m] |
Total length: | 349.1 ft. [106.4 m] |
Roadway width between curbs: | 43.6 ft. [13.3 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 28° |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 4 |
Main spans material: | Steel continuous [4] |
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 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 562 [as of 2016] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 85.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Good | Good | 562 | 85.3 |
June 2015 | Fair | Fair | Good | Good | 660 | 99.0 |
July 2013 | Fair | Satisfactory | Good | Good | 660 | 100.0 |
July 2011 | Good | Good | Good | Good | 660 | 100.0 |
July 2009 | Good | Good | Good | Good | 640 | 100.0 |
June 2007 | Good | Good | Good | Good | 930 | 100.0 |
April 2005 | Good | Good | Good | Good | 760 | 100.0 |
April 2003 | Good | Good | Good | Good | 900 | 100.0 |
August 2001 | Good | Good | Good | Good | 900 | 99.0 |
April 1999 | Good | Good | Good | Good | 920 | 100.0 |
December 1996 | Good | Good | Good | Good | 1180 | 100.0 |
November 1994 | Good | Good | Good | Good | 1160 | 98.0 |
October 1992 | Good | Good | Good | Good | 1140 | 98.0 |
January 1991 | Good | Good | Good | Good | 850 | 98.0 |
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 |
Steel Girder/Beam | linear ft. | 2,093 | 1,248 | 839 | 6 | 0 |
Steel Protective Coating | sq. ft. | 27,209 | 14,965 | 5,442 | 2,721 | 4,081 |
Deck |
Reinforced Concrete Deck | sq. ft. | 16,114 | 13,590 | 949 | 1,575 | 0 |
Concrete Protective Coating | sq. ft. | 16,114 | 0 | 0 | 5,584 | 10,530 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 138 | 120 | 15 | 3 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 157 | 153 | 4 | 0 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 105 | 39 | 66 | 0 | 0 |
Bearings |
Movable Bearing | each | 24 | 12 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 24 | 17 | 0 | 2 | 5 |
Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6 | 6 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 699 | 0 | 699 | 0 | 0 |
Steel Protective Coating | sq. ft. | 932 | 187 | 373 | 186 | 186 |