NWP Ramp over WB Dillon Road
Map
Coordinates:
+39.95933, -105.0830839°57'34" N, 105°04'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NWP Ramp over WB Dillon Road |
Structure number: | NWP-05.57 |
Location: | 5.57 MI FROM I-25 |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 94.5 ft. [28.8 m] |
Roadway width between curbs: | 25.3 ft. [7.7 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 20° |
Owner: | Local Toll Authority [32] |
Year built: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2009] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | 99.9 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Satisfactory | Satisfactory | 1000 | 99.9 |
June 2015 | Fair | Good | Satisfactory | Satisfactory | 1000 | 99.9 |
June 2013 | Fair | Good | Satisfactory | Satisfactory | 1000 | 99.9 |
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. | 378 | 188 | 190 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 378 | 378 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,665 | 2,577 | 88 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,381 | 2,381 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 60 | 51 | 7 | 2 | 0 |
Concrete Protective Coating | sq. ft. | 60 | 60 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 60 | 60 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 189 | 189 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 189 | 189 | 0 | 0 | 0 |