US 16 over Stockade Beaver Creek
Map
Coordinates:
+43.81399, -104.1118943°48'50" N, 104°06'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 16 over Stockade Beaver Creek |
Structure number: | CHW |
Location: | Newcastle - S Dak Line |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 56.4 ft. [17.2 m] |
Total length: | 149.9 ft. [45.7 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Year reconstructed: | 2013 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,477 [as of 2017] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $120,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 1477 | 92.8 |
January 2017 | Good | Good | Good | Good | 1451 | 92.9 |
January 2015 | Good | Good | Good | Good | 1222 | 93.9 |
January 2013 | Poor | Poor | Satisfactory | Satisfactory | 1487 | 88.4 |
January 2011 | Poor | Poor | Satisfactory | Satisfactory | 1502 | 79.3 |
January 2009 | Poor | Poor | Satisfactory | Satisfactory | 1440 | 79.7 |
March 2007 | Poor | Poor | Satisfactory | Satisfactory | 2700 | 75.0 |
February 2005 | Poor | Poor | Satisfactory | Satisfactory | 3130 | 75.0 |
March 2003 | Poor | Poor | Satisfactory | Good | 3050 | 75.0 |
February 2001 | Poor | Poor | Satisfactory | Good | 2050 | 75.0 |
February 1999 | Fair | Satisfactory | Very Good | Good | 2010 | 78.0 |
February 1997 | Fair | Fair | Excellent | Good | 2010 | 77.0 |
March 1995 | Fair | Satisfactory | Excellent | Good | 1810 | 67.9 |
March 1993 | Good | Good | Very Good | Good | 1770 | 67.9 |
January 1992 | Good | Good | Very Good | Good | 1420 | 69.7 |
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. | 740 | 740 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6,969 | 6,969 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,495 | 5,775 | 720 | 0 | 0 |
Wearing Surfaces | sq. ft. | 6,000 | 5,400 | 600 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 112 | 112 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 84 | 84 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 87 | 52 | 35 | 0 | 0 |
Bearings |
Movable Bearing | each | 12 | 12 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 48 | 48 | 0 | 0 | 0 |
Fixed Bearing | each | 8 | 8 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 32 | 32 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 401 | 401 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,283 | 1,283 | 0 | 0 | 0 |