US085 over JONES CK
Map
Coordinates:
+45.68772, -103.4836145°41'16" N, 103°29'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US085 over JONES CK |
Structure number: | 000000032280182 |
Location: | 8.9 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: | Satisfactory [6 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: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 72.2 |
Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
Estimated cost of work: | $96,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Good | Satisfactory | 1548 | 72.2 |
March 2015 | Fair | Satisfactory | Good | Satisfactory | 1560 | 72.1 |
March 2013 | Fair | Satisfactory | Good | Satisfactory | 1665 | 71.2 |
April 2011 | Poor | Poor | Satisfactory | Satisfactory | 1365 | 63.2 |
April 2009 | Poor | Poor | Satisfactory | Satisfactory | 1023 | 66.4 |
April 2007 | Poor | Poor | Satisfactory | Satisfactory | 985 | 67.9 |
May 2005 | Fair | Fair | Satisfactory | Satisfactory | 1077 | 68.2 |
May 2003 | Fair | Fair | Satisfactory | Satisfactory | 1169 | 67.4 |
August 2001 | Fair | Fair | Satisfactory | Satisfactory | 1107 | 67.9 |
October 1999 | Fair | Fair | Satisfactory | Satisfactory | 893 | 69.1 |
October 1997 | Fair | Satisfactory | Good | Good | 819 | 70.8 |
October 1995 | Good | Good | Good | Good | 805 | 70.7 |
October 1993 | Good | Good | Good | Good | 640 | 72.5 |
February 1992 | Good | Good | Good | Very 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 | 7 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 100 | 32 | 60 | 8 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 136 | 134 | 2 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 234 | 77 | 157 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 4,017 | 3,286 | 629 | 102 | 0 |
Wearing Surfaces | sq. ft. | 3,510 | 3,458 | 52 | 0 | 0 |