SH 13 ML over WHITE RIVER
Map
Coordinates:
+40.01972, -107.9636840°01'11" N, 107°57'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 13 ML over WHITE RIVER |
Structure number: | D-05-A |
Location: | 2.5 mi. W of MEEKER |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 133.9 ft. [40.8 m] |
Total length: | 271.7 ft. [82.8 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Skew angle: | 38° |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
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: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,800 [as of 2011] |
Truck traffic: | 20% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 77.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Very Good | Good | 2800 | 77.5 |
April 2016 | Good | Good | Very Good | Good | 2800 | 77.5 |
April 2014 | Good | Good | Very Good | Good | 2800 | 79.1 |
April 2012 | Good | Very Good | Very Good | Very Good | 3300 | 78.2 |
June 2010 | Good | Very Good | Very Good | Very Good | 3300 | 78.2 |
April 2008 | Good | Very Good | Very Good | Very Good | 3300 | 78.2 |
April 2006 | Good | Very Good | Very Good | Very Good | 2300 | 81.6 |
May 2004 | Good | Very Good | Very Good | Very Good | 2009 | 83.1 |
April 2002 | Good | Very Good | Very Good | Very Good | 1799 | 85.3 |
September 2001 | Good | Very Good | Very Good | Very Good | 1799 | 81.7 |
January 2001 | Good | Very Good | Very Good | Very Good | 1732 | 82.1 |
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. | 1,359 | 1,359 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,359 | 1,359 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,493 | 10,800 | 693 | 0 | 0 |
Wearing Surfaces | sq. ft. | 10,678 | 10,478 | 200 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 108 | 83 | 25 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 54 | 50 | 4 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 100 | 0 | 100 | 0 | 0 |
Other Joint | linear ft. | 108 | 92 | 16 | 0 | 0 |
Bearings |
Fixed Bearing | each | 5 | 5 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 5 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 543 | 543 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 543 | 543 | 0 | 0 | 0 |