I-95SB TO SR-836WB over NW 17TH ST
Map
Coordinates:
+25.79156, -80.2055625°47'30" N, 80°12'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-95SB TO SR-836WB over NW 17TH ST |
Structure number: | 870362 |
Location: | MIDTOWN INTERCHANGE |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 63.0 ft. [19.2 m] |
Total length: | 140.1 ft. [42.7 m] |
Roadway width between curbs: | 37.7 ft. [11.5 m] |
Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 4° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Year reconstructed: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 33,500 [as of 2017] |
Truck traffic: | 4% 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 33500 | 96.0 |
October 2016 | Good | Good | Good | Good | 40000 | 95.0 |
October 2014 | Good | Good | Good | Good | 11909 | 95.0 |
October 2012 | Good | Good | Good | Good | 11909 | 95.0 |
October 2010 | Good | Good | Good | Good | 11909 | 95.0 |
October 2008 | Good | Good | Good | Good | 11909 | 96.0 |
October 2006 | Good | Good | Very Good | Very Good | 11909 | 96.0 |
October 2004 | Good | Good | Very Good | Very Good | 11909 | 97.0 |
June 2002 | Good | Good | Very Good | Very Good | 11909 | 97.0 |
June 2000 | Good | Good | Very Good | Very Good | 58000 | 97.0 |
August 1998 | Good | Very Good | Very Good | Very Good | 58000 | 97.0 |
August 1996 | Good | Very Good | Very Good | Very Good | 6032 | 97.0 |
August 1994 | Good | Very Good | Very Good | Very Good | 6032 | 97.0 |
October 1992 | Good | Very Good | Very Good | Very Good | 6032 | 97.0 |
March 1991 | Good | Very Good | Very Good | Very Good | 6032 | 97.0 |
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 Girder/Beam | linear ft. | 841 | 840 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,661 | 5,660 | 0 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 78 | 78 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 79 | 79 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 148 | 20 | 0 | 128 | 0 |
Bearings |
Elastomeric Bearing | each | 36 | 35 | 0 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 281 | 281 | 0 | 0 | 0 |