ND HIGHWAY 41 over MOUSE RIVER
Map
Coordinates:
+48.06404, -100.9288048°03'51" N, 100°55'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ND HIGHWAY 41 over MOUSE RIVER |
Structure number: | 0041074063 |
Location: | IN VELVA |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 154.9 ft. [47.2 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Year reconstructed: | 1996 |
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: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,040 [as of 2017] |
Truck traffic: | 11% 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: | 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: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 94.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 1040 | 94.5 |
April 2015 | Good | Good | Good | Good | 1040 | 94.5 |
June 2013 | Good | Good | Good | Good | 1040 | 94.5 |
October 2011 | Good | Good | Very Good | Very Good | 1040 | 94.5 |
February 2010 | Good | Good | Very Good | Very Good | 1040 | 94.5 |
February 2008 | Good | Good | Very Good | Very Good | 1040 | 94.5 |
January 2006 | Good | Good | Very Good | Very Good | 1040 | 94.5 |
December 2003 | Good | Good | Very Good | Very Good | 1040 | 94.5 |
January 2002 | Good | Good | Very Good | Very Good | 1040 | 94.5 |
January 2000 | Good | Good | Very Good | Very Good | 1040 | 92.5 |
January 1998 | Good | Good | Very Good | Very Good | 1040 | 92.5 |
February 1996 | Good | Good | Very Good | Very Good | 762 | 92.6 |
November 1993 | Good | Good | Very Good | Very Good | 904 | 92.1 |
December 1991 | Good | Good | Very Good | Good | 1004 | 90.7 |
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 Closed Web/Box Girder | linear ft. | 600 | 596 | 4 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,962 | 0 | 4,962 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 66 | 55 | 11 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 75 | 75 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 308 | 308 | 0 | 0 | 0 |