LEV 5 NW TERM RAMP over TERRAIN
Map
Coordinates:
+39.85050, -104.6749239°51'02" N, 104°40'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LEV 5 NW TERM RAMP over TERRAIN |
Structure number: | D-31-PB-831 |
Location: | NW CORNER TERM BLDG |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 56.4 ft. [17.2 m] |
Total length: | 123.7 ft. [37.7 m] |
Roadway width between curbs: | 35.8 ft. [10.9 m] |
Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
Owner: | Other Local Agencies [25] |
Year built: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,967 [as of 2016] |
Truck traffic: | 50% of total traffic |
Deck condition: | Satisfactory [6 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] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 99.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Good | Good | 5967 | 99.4 |
December 2016 | Good | Good | Very Good | Good | 6431 | 99.4 |
December 2014 | Good | Good | Very Good | Good | 6431 | 99.4 |
December 2012 | Good | Good | Very Good | Good | 6431 | 99.4 |
December 2010 | Good | Good | Very Good | Good | 6942 | 99.4 |
January 2009 | Good | Good | Very Good | Good | 6942 | 99.4 |
November 2006 | Good | Good | Very Good | Good | 5324 | 99.5 |
October 2004 | Good | Good | Very Good | Good | 5324 | 99.5 |
September 2002 | - | - | - | - | 5324 | 99.5 |
September 2000 | Good | Good | Very Good | Very Good | 5391 | 99.5 |
November 1999 | Good | Very Good | Very Good | Very Good | 5391 | 99.5 |
November 1998 | Good | Very Good | Very Good | Very Good | 5391 | 99.5 |
June 1996 | Good | Very Good | Very Good | Very Good | 5786 | 98.5 |
December 1994 | Good | Very Good | Very Good | Very Good | 500 | 95.0 |
December 1993 | Good | Excellent | Excellent | Excellent | 500 | 96.0 |
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 Closed Web/Box Girder | linear ft. | 495 | 495 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 495 | 445 | 50 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,927 | 4,431 | 496 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 0 | 3 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 12 | 12 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 12 | 8 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 40 | 35 | 5 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 82 | 82 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 82 | 0 | 82 | 0 | 0 |
Pourable Joint | linear ft. | 40 | 38 | 2 | 0 | 0 |
Compression Joint | linear ft. | 42 | 34 | 8 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 32 | 32 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 248 | 124 | 124 | 0 | 0 |