E-470 SB over Ramp E
Map
Coordinates:
+39.74575, -104.7170339°44'45" N, 104°43'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E-470 SB over Ramp E |
Structure number: | E-470-20.88B |
Location: | 20.88 MI FROM I25 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 91.9 ft. [28.0 m] |
Total length: | 210.6 ft. [64.2 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 47° |
Owner: | Local Toll Authority [32] |
Year built: | 2006 |
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 Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 17,985 [as of 2018] |
Truck traffic: | 6% 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] |
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: | 98.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 17985 | 98.3 |
July 2016 | Good | Very Good | Very Good | Good | 20900 | 98.0 |
July 2014 | Good | Very Good | Very Good | Good | 20900 | 98.0 |
May 2012 | Good | Very Good | Very Good | Good | 20900 | 98.0 |
July 2010 | Good | Very Good | Very Good | Good | 20900 | 98.0 |
March 2008 | Good | Very Good | Very Good | Very Good | 20900 | 98.0 |
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. | 842 | 842 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,844 | 8,844 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 8,440 | 8,440 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 60 | 60 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 123 | 118 | 5 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 120 | 120 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 280 | 280 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 421 | 421 | 0 | 0 | 0 |