COUNTY ROAD over I-84 (SR-84) and UPRR
Map
Coordinates:
+41.06615, -111.7121241°03'58" N, 111°42'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over I-84 (SR-84) and UPRR |
Structure number: | 0C 329 |
Location: | STODDARD 2 MI.W.OF MORGAN |
Purpose: | Carries highway over highway and railroad |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 74.2 ft. [22.6 m] |
Total length: | 337.0 ft. [102.7 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 2003 |
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: | 5 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 500 [as of 2012] |
Deck condition: | Fair [5 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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Fair | Good | Good | 500 | 93.8 |
July 2015 | Fair | Fair | Good | Good | 500 | 93.8 |
July 2013 | Fair | Fair | Good | Good | 500 | 90.0 |
July 2011 | Fair | Fair | Good | Good | 630 | 92.7 |
July 2009 | Fair | Satisfactory | Good | Good | 630 | 93.7 |
October 2007 | Fair | Satisfactory | Good | Good | 500 | 93.8 |
November 2005 | Fair | Satisfactory | Good | Good | 500 | 93.8 |
July 2003 | Fair | Fair | Satisfactory | Satisfactory | 500 | 93.8 |
July 1999 | Fair | Fair | Satisfactory | Satisfactory | 425 | 88.8 |
July 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 425 | 89.8 |
September 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 425 | 94.8 |
September 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 415 | 94.8 |
October 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 415 | 93.8 |
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. | 1,264 | 1,044 | 220 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,648 | 3,198 | 7,450 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 4 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 71 | 0 | 71 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 122 | 122 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 67 | 67 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 20 | 0 | 20 | 0 | 0 |
Fixed Bearing | each | 4 | 0 | 4 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 693 | 348 | 255 | 90 | 0 |