US014 over CK
Map
Coordinates:
+44.37219, -97.4970644°22'20" N, 97°29'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US014 over CK |
Structure number: | 000000039177117 |
Location: | 3.1 E JCT SD 25 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 34.8 ft. [10.6 m] |
Total length: | 96.5 ft. [29.4 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,346 [as of 2017] |
Truck traffic: | 16% of total traffic |
Deck condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 91.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 2346 | 91.0 |
October 2015 | Fair | Satisfactory | Fair | Satisfactory | 2073 | 79.9 |
September 2013 | Good | Good | Good | Good | 2065 | 92.0 |
September 2011 | Good | Good | Good | Good | 2034 | 92.2 |
September 2009 | Good | Good | Good | Good | 2090 | 92.0 |
July 2007 | Good | Good | Good | Good | 2030 | 92.2 |
September 2003 | Good | Good | Good | Good | 1882 | 92.7 |
October 1999 | Good | Good | Good | Good | 1911 | 90.6 |
April 1996 | Good | Good | Very Good | Very Good | 1700 | 91.4 |
April 1994 | Good | Good | Very Good | Very Good | 1495 | 92.2 |
April 1992 | Good | Very Good | Excellent | Excellent | 1655 | 91.6 |
May 1990 | Good | Very Good | Excellent | Excellent | 1780 | 91.2 |
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 |
Steel Column | each | 14 | 0 | 14 | 0 | 0 |
Steel Protective Coating | sq. ft. | 14 | 0 | 0 | 0 | 14 |
Reinforced Concrete Abutment | linear ft. | 117 | 14 | 103 | 0 | 0 |
Steel Pile | each | 14 | 0 | 14 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 206 | 158 | 48 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 4,498 | 3,234 | 1,170 | 94 | 0 |
Wearing Surfaces | sq. ft. | 4,241 | 0 | 3,691 | 275 | 275 |