I 225 ML SBND over TAMARAC PARKWAY
Map
Coordinates:
+39.63568, -104.8941739°38'08" N, 104°53'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 225 ML SBND over TAMARAC PARKWAY |
Structure number: | F-17-GQ |
Location: | 0.7 MI E OF I25 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 105.6 ft. [32.2 m] |
Total length: | 215.2 ft. [65.6 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 44.6 ft. [13.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 56,500 [as of 2011] |
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: | Equal to present desirable criteria [8] |
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: | 95.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 56500 | 95.4 |
June 2015 | Good | Good | Good | Good | 56500 | 95.4 |
June 2013 | Good | Good | Good | Good | 56500 | 95.4 |
July 2011 | Good | Good | Good | Good | 54000 | 95.5 |
April 2009 | Good | Good | Good | Good | 54000 | 95.5 |
June 2007 | Good | Good | Good | Very Good | 51050 | 95.6 |
June 2005 | Good | Good | Good | Very Good | 45982 | 95.8 |
June 2003 | Good | Good | Good | Very Good | 45979 | 91.3 |
July 2001 | Good | Good | Good | Very Good | 45979 | 92.7 |
May 1999 | Good | Good | Good | Very Good | 45083 | 93.8 |
June 1997 | Good | Good | Good | Very Good | 40000 | 62.5 |
April 1995 | Good | Good | Good | Very Good | 40000 | 63.6 |
June 1993 | Good | Good | Good | Very Good | 38100 | 63.8 |
May 1991 | Good | Good | Good | Very Good | 32900 | 66.4 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 1,050 | 1,024 | 26 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 9,572 | 9,562 | 10 | 0 | 0 |
Wearing Surfaces | sq. ft. | 9,572 | 9,472 | 100 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 30 | 25 | 5 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 90 | 87 | 3 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 89 | 89 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 55 | 55 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 375 | 375 | 0 | 0 | 0 |