US212 over SOUTH FORK SNAKE CK
Map
Coordinates:
+45.03622, -99.1454545°02'10" N, 99°08'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US212 over SOUTH FORK SNAKE CK |
Structure number: | 000000025210144 |
Location: | 1 W OF FAULKTON |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 122.1 ft. [37.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 728 [as of 2017] |
Truck traffic: | 20% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 81.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Poor | Fair | Fair | 728 | 81.5 |
April 2016 | Poor | Poor | Fair | Fair | 766 | 77.6 |
April 2014 | Fair | Satisfactory | Satisfactory | Fair | 680 | 84.7 |
April 2012 | Fair | Satisfactory | Satisfactory | Fair | 680 | 83.9 |
April 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 615 | 95.2 |
March 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 600 | 95.2 |
April 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 819 | 91.0 |
June 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 809 | 91.1 |
June 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 839 | 91.0 |
June 2000 | Good | Good | Good | Good | 1000 | 88.7 |
June 1998 | Good | Good | Good | Good | 1100 | 87.5 |
June 1996 | Fair | Very Good | Satisfactory | Satisfactory | 1030 | 87.7 |
July 1994 | Fair | Good | Satisfactory | Satisfactory | 1021 | 88.4 |
August 1992 | Fair | Good | Satisfactory | Satisfactory | 642 | 93.9 |
May 1990 | Fair | Good | Satisfactory | Satisfactory | 860 | 89.7 |
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 |
Steel Girder/Beam | linear ft. | 1,080 | 892 | 80 | 108 | 0 |
Steel Protective Coating | sq. ft. | 7,400 | 0 | 6,280 | 560 | 560 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,067 | 0 | 0 | 4,067 | 0 |
Wearing Surfaces | sq. ft. | 7,320 | 0 | 3,400 | 3,790 | 130 |
Substructure |
Reinforced Concrete Column | each | 4 | 0 | 3 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 100 | 41 | 59 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 67 | 22 | 30 | 15 | 0 |
Bearings |
Movable Bearing | each | 27 | 0 | 18 | 9 | 0 |
Steel Protective Coating | sq. ft. | 27 | 0 | 0 | 18 | 9 |
Fixed Bearing | each | 27 | 0 | 18 | 9 | 0 |
Steel Protective Coating | sq. ft. | 27 | 0 | 0 | 18 | 9 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 244 | 97 | 93 | 54 | 0 |