US085 over BULL CK
Map
Coordinates:
+45.74341, -103.4277345°44'36" N, 103°25'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US085 over BULL CK |
Structure number: | 000000032305144 |
Location: | 13.6 NE OF BUFFALO |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 23.3 ft. [7.1 m] |
Total length: | 117.1 ft. [35.7 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: | 1960 |
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: | 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: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,548 [as of 2016] |
Truck traffic: | 26% of total traffic |
Deck condition: | Fair [5 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: | 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: | 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: | 71.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $650,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Satisfactory | Satisfactory | 1548 | 71.0 |
March 2015 | Fair | Fair | Satisfactory | Satisfactory | 1560 | 70.9 |
March 2013 | Fair | Fair | Satisfactory | Satisfactory | 1665 | 70.0 |
April 2011 | Poor | Poor | Satisfactory | Satisfactory | 1365 | 61.7 |
April 2009 | Fair | Fair | Satisfactory | Satisfactory | 1023 | 67.4 |
April 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 985 | 70.0 |
May 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 1077 | 68.0 |
May 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 1169 | 67.1 |
September 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 1107 | 67.7 |
October 1999 | Good | Good | Good | Good | 893 | 68.8 |
October 1997 | Fair | Good | Good | Satisfactory | 819 | 69.5 |
October 1995 | Fair | Good | Good | Satisfactory | 805 | 69.4 |
October 1994 | Fair | Good | Good | Satisfactory | 791 | 69.5 |
September 1992 | Fair | Good | Very Good | Satisfactory | 700 | 71.5 |
November 1990 | Good | Good | Very Good | Good | 847 | 66.0 |
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 | 5 | 2 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 100 | 28 | 68 | 4 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 136 | 136 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 234 | 0 | 234 | 0 | 0 |
Steel Protective Coating | sq. ft. | 842 | 421 | 0 | 0 | 421 |
Reinforced Concrete Bridge Rail | linear ft. | 234 | 234 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 4,017 | 3,715 | 300 | 2 | 0 |
Wearing Surfaces | sq. ft. | 3,510 | 1,690 | 1,820 | 0 | 0 |