INTERSTATE 94 over LITTLE MISSOURI R.
Map
Coordinates:
+46.93000, -103.5533346°55'48" N, 103°33'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 94 over LITTLE MISSOURI R. |
Structure number: | 0094024315 R |
Location: | West Medora Int |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 694.9 ft. [211.8 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 2002 |
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: | 8 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,300 [as of 2018] |
Truck traffic: | 28% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 75.9 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $1,095,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 75.9 |
December 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 72.3 |
October 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 72.3 |
November 2011 | Fair | Good | Satisfactory | Satisfactory | 1300 | 73.3 |
November 2009 | Fair | Good | Satisfactory | Satisfactory | 1300 | 73.3 |
March 2008 | Fair | Good | Satisfactory | Satisfactory | 1300 | 73.3 |
March 2006 | Fair | Good | Satisfactory | Satisfactory | 1300 | 73.3 |
February 2004 | Fair | Good | Satisfactory | Satisfactory | 1300 | 73.3 |
September 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 73.3 |
January 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 73.3 |
January 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 1275 | 73.3 |
May 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 1220 | 73.3 |
January 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 1150 | 73.3 |
March 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 1190 | 73.3 |
February 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 1010 | 70.4 |
March 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 1961 | 52.5 |
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. | 2,073 | 1,383 | 650 | 40 | 0 |
Steel Protective Coating | sq. ft. | 25,019 | 16,763 | 7,756 | 500 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 20,850 | 17,306 | 3,544 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 7 | 7 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 72 | 36 | 36 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 223 | 203 | 20 | 0 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 72 | 36 | 0 | 36 | 0 |
Bearings |
Movable Bearing | each | 21 | 18 | 3 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 95 | 5 | 0 | 0 |
Fixed Bearing | each | 6 | 3 | 2 | 1 | 0 |
Steel Protective Coating | sq. ft. | 100 | 51 | 33 | 16 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,391 | 1,043 | 348 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 1,391 | 1,391 | 0 | 0 | 0 |