NWP EB over US 287
Map
Coordinates:
+39.95833, -105.0905639°57'30" N, 105°05'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NWP EB over US 287 |
Structure number: | NWP-05.95A |
Location: | 5.95 FROM I-25 |
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: | 118.4 ft. [36.1 m] |
Total length: | 246.4 ft. [75.1 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
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] |
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: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,000 [as of 2009] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 100.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Good | Satisfactory | 5000 | 100.0 |
June 2015 | Fair | Good | Good | Satisfactory | 5000 | 100.0 |
June 2013 | Fair | Good | Very Good | Satisfactory | 5000 | 100.0 |
June 2011 | Fair | Good | Very Good | Satisfactory | 5000 | 100.0 |
May 2009 | Good | Good | Very Good | Good | 5000 | 100.0 |
April 2007 | Good | Very Good | Very Good | Very Good | 4519 | 99.6 |
July 2006 | Good | Excellent | Excellent | Excellent | 1000 | 97.9 |
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. | 1,233 | 1,217 | 15 | 1 | 0 |
Concrete Protective Coating | sq. ft. | 1,233 | 1,233 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,107 | 9,855 | 202 | 50 | 0 |
Wearing Surfaces | sq. ft. | 9,367 | 9,367 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 82 | 76 | 6 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 82 | 82 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 41 | 41 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 41 | 0 | 39 | 2 | 0 |
Pourable Joint | linear ft. | 123 | 82 | 41 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 740 | 739 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 740 | 640 | 0 | 0 | 100 |