US085 over BUFFALO CK
Map
Coordinates:
+45.51683, -103.5457445°31'01" N, 103°32'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US085 over BUFFALO CK |
Structure number: | 000000032250300 |
Location: | 2.9 S JCT SD 20 E |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 20.7 ft. [6.3 m] |
Total length: | 105.6 ft. [32.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 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: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,458 [as of 2017] |
Truck traffic: | 28% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 73.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Good | Good | Satisfactory | 1458 | 73.0 |
April 2015 | Fair | Good | Good | Satisfactory | 1620 | 71.6 |
April 2013 | Fair | Good | Good | Satisfactory | 1870 | 70.3 |
April 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 1190 | 73.8 |
April 2009 | Fair | Satisfactory | Good | Good | 900 | 77.4 |
April 2007 | Good | Good | Good | Good | 875 | 77.6 |
May 2005 | Good | Good | Good | Good | 935 | 77.1 |
May 2003 | Good | Good | Good | Good | 1025 | 75.2 |
September 2001 | Good | Good | Good | Good | 1205 | 73.6 |
October 1999 | Good | Good | Good | Good | 1105 | 72.5 |
October 1997 | Good | Good | Good | Good | 990 | 74.6 |
October 1995 | Good | Good | Good | Good | 795 | 76.1 |
October 1993 | Good | Good | Good | Good | 660 | 82.0 |
February 1992 | Good | Very Good | Good | Good | 715 | 80.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 8 | 3 | 5 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 100 | 100 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 136 | 136 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 212 | 177 | 35 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,622 | 3,354 | 268 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,165 | 0 | 3,165 | 0 | 0 |