QUINCY AVE. over I25 ML & LRT
Map
Coordinates:
+39.63855, -104.9105639°38'19" N, 104°54'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | QUINCY AVE. over I25 ML & LRT |
Structure number: | F-17-NX |
Location: | JUST N OF I-225 INTRCHNGE |
Purpose: | Carries highway and pedestrian walkway over highway and railroad |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 122.1 ft. [37.2 m] |
Total length: | 280.2 ft. [85.4 m] |
Roadway width between curbs: | 51.8 ft. [15.8 m] |
Deck width edge-to-edge: | 76.1 ft. [23.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 26° |
Owner: | State Highway Agency [01] |
Year built: | 2004 |
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: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,932 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 81.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Very Good | Very Good | 10932 | 81.7 |
March 2016 | Good | Very Good | Very Good | Very Good | 10932 | 82.7 |
March 2014 | Good | Very Good | Very Good | Very Good | 10932 | 82.7 |
March 2012 | Good | Very Good | Very Good | Very Good | 12200 | 82.6 |
February 2010 | Good | Very Good | Very Good | Very Good | 12200 | 82.6 |
December 2007 | Good | Very Good | Very Good | Very Good | 1 | 99.0 |
January 2004 | Good | Very Good | Very Good | Very Good | 5000 | 85.9 |
January 2003 | Good | - | - | - | 182595 | 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. | 1,926 | 1,924 | 2 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 21,303 | 20,857 | 446 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 9 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 168 | 168 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 166 | 166 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 168 | 0 | 0 | 168 | 0 |
Pourable Joint | linear ft. | 168 | 168 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 560 | 555 | 5 | 0 | 0 |
Steel Protective Coating | sq. ft. | 560 | 555 | 5 | 0 | 0 |