S 21 over INT CONRAD I 15
Map
Coordinates:
+48.18132, -111.9354448°10'53" N, 111°56'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S 21 over INT CONRAD I 15 |
Structure number: | P00021005+01641 |
Location: | CONRAD |
Purpose: | Carries highway overpass over highway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 122.1 ft. [37.2 m] |
Total length: | 371.1 ft. [113.1 m] |
Roadway width between curbs: | 47.6 ft. [14.5 m] |
Deck width edge-to-edge: | 50.2 ft. [15.3 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: | 2 |
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: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,968 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Poor | Poor | Satisfactory | Satisfactory | 1968 | 84.8 |
June 2015 | Fair | Fair | Satisfactory | Satisfactory | 2270 | 99.0 |
July 2013 | Fair | Fair | Satisfactory | Satisfactory | 2270 | 99.0 |
July 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 2270 | 100.0 |
July 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 2190 | 100.0 |
June 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 2430 | 100.0 |
April 2005 | Good | Good | Good | Good | 2240 | 100.0 |
April 2003 | Good | Good | Good | Good | 2120 | 100.0 |
August 2001 | Good | Good | Good | Good | 2120 | 99.0 |
April 1999 | Fair | Good | Good | Satisfactory | 1530 | 100.0 |
December 1996 | Fair | Good | Satisfactory | Satisfactory | 2010 | 100.0 |
November 1994 | Fair | Good | Satisfactory | Satisfactory | 2050 | 98.0 |
February 1991 | Good | Good | Good | Good | 1830 | 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. | 2,224 | 1,739 | 461 | 24 | 0 |
Steel Protective Coating | sq. ft. | 30,278 | 21,195 | 6,055 | 1,514 | 1,514 |
Deck |
Reinforced Concrete Deck | sq. ft. | 18,815 | 18,815 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 154 | 146 | 8 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 171 | 170 | 0 | 1 | 0 |
Joints |
Strip Seal Joint | linear ft. | 115 | 115 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 24 | 0 | 11 | 13 | 0 |
Steel Protective Coating | sq. ft. | 24 | 0 | 20 | 2 | 2 |
Fixed Bearing | each | 18 | 0 | 6 | 12 | 0 |
Steel Protective Coating | sq. ft. | 18 | 0 | 4 | 3 | 11 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 742 | 0 | 742 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,237 | 743 | 372 | 61 | 61 |