I-195EB TO I-95SB over NW 32ND ST
Map
Coordinates:
+25.80641, -80.2061225°48'23" N, 80°12'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-195EB TO I-95SB over NW 32ND ST |
Structure number: | 870337 |
Location: | I-I95 SB over NW 32ND ST |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 141.7 ft. [43.2 m] |
Roadway width between curbs: | 62.7 ft. [19.1 m] |
Deck width edge-to-edge: | 64.0 ft. [19.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Year reconstructed: | 1994 |
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: | 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: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 35,500 [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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 90.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 35500 | 90.9 |
February 2016 | Good | Good | Good | Good | 93000 | 83.0 |
February 2014 | Good | Good | Good | Good | 93000 | 83.0 |
February 2012 | Good | Good | Very Good | Good | 93000 | 83.0 |
February 2010 | Good | Good | Very Good | Good | 93000 | 83.0 |
February 2008 | Good | Good | Very Good | Good | 93000 | 83.0 |
February 2006 | Good | Very Good | Very Good | Very Good | 93000 | 83.0 |
February 2004 | Good | Very Good | Very Good | Very Good | 93000 | 96.0 |
April 2001 | Good | Very Good | Very Good | Very Good | 93000 | 96.0 |
March 2001 | Good | Very Good | Very Good | Very Good | 93000 | 96.0 |
April 1999 | Good | Very Good | Very Good | Very Good | 18720 | 96.0 |
April 1997 | Good | Very Good | Very Good | Very Good | 18720 | 94.0 |
April 1995 | Good | Good | Very Good | Very Good | 18720 | 91.0 |
March 1993 | Good | Good | Very Good | Very Good | 18720 | 93.0 |
April 1991 | Good | Good | Very Good | Very Good | 18720 | 93.0 |
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. | 1,746 | 1,746 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,055 | 9,045 | 10 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 6 | 1 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 128 | 128 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 128 | 123 | 0 | 5 | 0 |
Joints |
Compression Joint | linear ft. | 256 | 0 | 204 | 50 | 2 |
Bearings |
Elastomeric Bearing | each | 70 | 70 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 142 | 142 | 0 | 0 | 0 |