INTERSTATE 94 over HALFWAY LAKE INTERCHANGE
Map
Coordinates:
+46.88500, -99.2366746°53'06" N, 99°14'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 94 over HALFWAY LAKE INTERCHANGE |
Structure number: | 0094233343 L |
Location: | 5 EAST OF ND 30 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 115.2 ft. [35.1 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 9° |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Year reconstructed: | 1986 |
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: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,300 [as of 2018] |
Truck traffic: | 23% of total traffic |
Deck condition: | Good [7 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 3300 | 96.7 |
March 2016 | Good | Good | Good | Good | 3300 | 96.7 |
November 2013 | Good | Good | Good | Good | 3300 | 96.7 |
April 2011 | Good | Good | Good | Good | 3300 | 95.7 |
January 2010 | Good | Good | Good | Good | 3300 | 95.7 |
October 2007 | Good | Good | Good | Good | 3300 | 95.7 |
January 2006 | Good | Good | Good | Good | 3300 | 95.7 |
January 2004 | Good | Good | Good | Good | 3300 | 95.7 |
October 2001 | Good | Good | Good | Good | 3300 | 95.7 |
January 2000 | Good | Good | Good | Good | 3200 | 95.7 |
November 1997 | Good | Good | Good | Good | 2995 | 94.7 |
January 1996 | Good | Very Good | Good | Good | 2747 | 94.8 |
October 1993 | Good | Very Good | Good | Good | 2465 | 94.8 |
December 1991 | Good | Very Good | Good | Good | 1940 | 94.9 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 1,555 | 38 | 1,495 | 22 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,596 | 3,050 | 1,546 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,596 | 3,050 | 1,546 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 85 | 65 | 12 | 8 | 0 |
Steel Pile | each | 20 | 20 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 90 | 0 | 10 | 0 |
Joints |
Pourable Joint | linear ft. | 80 | 34 | 0 | 46 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 230 | 207 | 20 | 3 | 0 |