104TH AVE/CHURCH R over US 36 ML
Map
Coordinates:
+39.88678, -105.0719939°53'12" N, 105°04'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 104TH AVE/CHURCH R over US 36 ML |
Structure number: | E-16-NM |
Location: | 2.4 MI SE BOULDER-JEFF CL |
Purpose: | Carries highway overpass over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 104.7 ft. [31.9 m] |
Total length: | 212.0 ft. [64.6 m] |
Roadway width between curbs: | 74.2 ft. [22.6 m] |
Deck width edge-to-edge: | 91.9 ft. [28.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
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 Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 33,407 [as of 2008] |
Truck traffic: | 1% of total traffic |
Deck condition: | Very Good [8 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Very Good | Very Good | Good | 33407 | 95.8 |
August 2016 | Good | Very Good | Very Good | Good | 33407 | 75.9 |
August 2014 | Good | Very Good | Very Good | Good | 33407 | 75.9 |
October 2012 | Good | Very Good | Very Good | Good | 33407 | 75.9 |
August 2010 | Good | Very Good | Very Good | Good | 33407 | 75.9 |
July 2008 | Good | Very Good | Very Good | Good | 33407 | 75.9 |
July 2006 | Good | Very Good | Very Good | Good | 103425 | 83.1 |
October 2004 | Good | Very Good | Excellent | Good | 103425 | 84.3 |
August 2002 | Good | Very Good | Excellent | Good | 103425 | 85.5 |
August 2000 | Good | Very Good | Excellent | Good | 98500 | 85.0 |
August 1998 | Good | Very Good | Excellent | Good | 98500 | 85.0 |
June 1996 | Good | Very Good | Excellent | Good | 21700 | 96.9 |
July 1994 | Good | Very Good | Excellent | Good | 21700 | 95.7 |
September 1992 | Good | Good | Very Good | Good | 21700 | 95.7 |
October 1991 | Good | Excellent | Excellent | Excellent | 21700 | 90.5 |
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. | 2,310 | 2,310 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 19,504 | 19,504 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 11,787 | 11,787 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 184 | 44 | 140 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 89 | 88 | 1 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 180 | 170 | 10 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 424 | 424 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 424 | 424 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 424 | 424 | 0 | 0 | 0 |