COUNTY ROAD over I-94/FRYBURG INTERCHANGE
Map
Coordinates:
+46.89610, -103.3053846°53'46" N, 103°18'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over I-94/FRYBURG INTERCHANGE |
Structure number: | 0094036861 |
Location: | 6 WEST OF JCT. US 85 |
Purpose: | Carries highway overpass over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 66.9 ft. [20.4 m] |
Total length: | 225.1 ft. [68.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete continuous [6] |
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: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 150 [as of 2018] |
Truck traffic: | 14% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.5 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $476,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Satisfactory | Satisfactory | Fair | 150 | 83.5 |
December 2015 | Fair | Satisfactory | Satisfactory | Fair | 150 | 83.5 |
November 2013 | Fair | Satisfactory | Satisfactory | Fair | 150 | 83.5 |
November 2011 | Fair | Good | Satisfactory | Fair | 150 | 80.4 |
November 2009 | Fair | Good | Satisfactory | Fair | 150 | 80.4 |
March 2008 | Fair | Good | Satisfactory | Fair | 150 | 80.4 |
March 2006 | Fair | Good | Satisfactory | Fair | 150 | 78.4 |
February 2004 | Fair | Good | Satisfactory | Fair | 150 | 78.4 |
January 2002 | Fair | Good | Satisfactory | Fair | 150 | 78.4 |
January 2000 | Fair | Good | Satisfactory | Fair | 150 | 78.4 |
January 1998 | Fair | Good | Satisfactory | Fair | 150 | 78.4 |
March 1996 | Poor | Good | Satisfactory | Serious | 150 | 46.9 |
February 1994 | Poor | Good | Satisfactory | Serious | 150 | 44.9 |
March 1992 | Poor | Good | Satisfactory | Serious | 150 | 44.9 |
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. | 1,047 | 987 | 60 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,403 | 4,653 | 450 | 300 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 59 | 0 | 49 | 10 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 85 | 60 | 15 | 10 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 449 | 400 | 49 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 449 | 449 | 0 | 0 | 0 |