160TH AVE over I-25
Map
Coordinates:
+39.98657, -104.9884039°59'12" N, 104°59'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 160TH AVE over I-25 |
Structure number: | E-17-ZN |
Location: | Just N of NWPkwy-470 |
Purpose: | Carries highway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 162.1 ft. [49.4 m] |
Total length: | 326.5 ft. [99.5 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 11° |
Owner: | State Highway Agency [01] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,961 [as of 2008] |
Truck traffic: | 1% 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 99.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Very Good | Good | 1961 | 99.8 |
March 2015 | Good | Good | Very Good | Good | 1961 | 99.8 |
March 2013 | Good | Good | Very Good | Good | 1961 | 99.8 |
March 2011 | Good | Good | Very Good | Good | 1961 | 99.8 |
February 2009 | Good | Excellent | Excellent | Excellent | 1961 | 99.8 |
July 2006 | Good | Excellent | Excellent | Excellent | 1000 | 98.9 |
January 2005 | Good | Very Good | Very Good | Very Good | 2317 | 100.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 2,286 | 2,285 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,044 | 14,044 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 13,064 | 9,794 | 0 | 3,266 | 4 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 24 | 24 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 88 | 16 | 70 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 40 | 40 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 88 | 0 | 80 | 0 | 8 |
Pourable Joint | linear ft. | 88 | 88 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 653 | 653 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 653 | 653 | 0 | 0 | 0 |