NB CENTRAL PK BLVD over E-W LINEAR
Map
Coordinates:
+39.75416, -104.8904339°45'15" N, 104°53'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NB CENTRAL PK BLVD over E-W LINEAR |
Structure number: | D-28-MS-150 |
Location: | NORTH OF 25TH AVENUE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 119.1 ft. [36.3 m] |
Total length: | 170.0 ft. [51.8 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 41.7 ft. [12.7 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2004 |
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: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,954 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Very Good | Very Good | 10954 | 78.7 |
November 2016 | Good | Good | Very Good | Very Good | 9319 | 79.9 |
November 2014 | Good | Good | Very Good | Very Good | 9319 | 79.9 |
November 2012 | Good | Very Good | Very Good | Very Good | 9319 | 78.9 |
November 2010 | Good | Very Good | Very Good | Very Good | 4849 | 79.4 |
October 2008 | Good | Very Good | Very Good | Very Good | 4849 | 79.4 |
November 2006 | Good | Very Good | Very Good | Very Good | 3357 | 79.6 |
September 2000 | Good | - | - | - | 2304 | 99.7 |
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. | 680 | 680 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,106 | 7,106 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 7,106 | 4,974 | 2,132 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 84 | 84 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 84 | 84 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 84 | 0 | 84 | 0 | 0 |
Pourable Joint | linear ft. | 84 | 0 | 84 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 170 | 85 | 85 | 0 | 0 |
Steel Protective Coating | sq. ft. | 170 | 0 | 170 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 170 | 85 | 85 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 170 | 0 | 170 | 0 | 0 |