US HIGHWAY 2 over RED RIVER OF THE NORTH
Map
Coordinates:
+47.93167, -97.0366747°55'54" N, 97°02'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US HIGHWAY 2 over RED RIVER OF THE NORTH |
Structure number: | 0002358090 |
Location: | EAST OF US 81 |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 274.9 ft. [83.8 m] |
Total length: | 1261.2 ft. [384.4 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 67.3 ft. [20.5 m] |
Vertical clearance above deck: | 19.7 ft. [6.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Year reconstructed: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 21,500 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 47.9 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,527,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Poor | Fair | Satisfactory | Poor | 21500 | 47.9 |
November 2015 | Fair | Satisfactory | Good | Fair | 21500 | 67.4 |
November 2013 | Fair | Satisfactory | Good | Fair | 21500 | 67.4 |
September 2011 | Fair | Good | Good | Fair | 21500 | 67.4 |
February 2010 | Fair | Good | Good | Satisfactory | 21500 | 79.5 |
August 2007 | Good | Very Good | Good | Good | 21500 | 75.2 |
March 2006 | Good | Very Good | Good | Good | 21500 | 75.2 |
February 2004 | Good | Very Good | Good | Good | 21500 | 75.2 |
January 2002 | Good | Very Good | Good | Good | 21500 | 75.1 |
December 1999 | Good | Very Good | Good | Good | 19000 | 73.9 |
October 1998 | Good | Very Good | Good | Good | 19000 | 73.9 |
January 1998 | Good | Very Good | Good | Good | 19000 | 73.9 |
March 1996 | Good | Very Good | Good | Good | 8150 | 77.2 |
January 1994 | Good | Very Good | Good | Good | 8150 | 77.2 |
January 1992 | Good | Very Good | Good | Good | 18000 | 73.9 |
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 |
Steel Girder/Beam | linear ft. | 5,600 | 5,400 | 200 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 100 | 0 | 0 | 0 |
Steel Stringer | linear ft. | 4,465 | 4,465 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 100 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 84,704 | 84,204 | 500 | 0 | 0 |
Wearing Surfaces | sq. ft. | 15,315 | 15,315 | 0 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 1,115 | 815 | 200 | 100 | 0 |
Steel Protective Coating | sq. ft. | 100 | 100 | 0 | 0 | 0 |
Steel Floor Beam | linear ft. | 1,362 | 1,162 | 200 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 100 | 0 | 0 | 0 |
Steel Pin or Pin & Hangar Assembly | each | 56 | 56 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 100 | 0 | 0 | 0 |
Steel Gusset Plate | each | 80 | 60 | 10 | 10 | 0 |
Steel Protective Coating | sq. ft. | 80 | 80 | 0 | 0 | 0 |
Substructure |
Steel Column | each | 72 | 64 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 100 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 200 | 197 | 3 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 135 | 135 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 645 | 645 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 253 | 253 | 0 | 0 | 0 |
Open Joint | linear ft. | 129 | 129 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 148 | 148 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 100 | 0 | 0 | 0 |
Fixed Bearing | each | 20 | 20 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 100 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 2,503 | 2,503 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 100 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 5,043 | 4,993 | 50 | 0 | 0 |