I-95 NB TO I-195EB over NW 3 AVE
Map
Coordinates:
+25.81159, -80.2015025°48'42" N, 80°12'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-95 NB TO I-195EB over NW 3 AVE |
Structure number: | 870333 |
Location: | I-95/SR112/I-195 INTRCHG |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 63.7 ft. [19.4 m] |
Total length: | 139.4 ft. [42.5 m] |
Roadway width between curbs: | 48.9 ft. [14.9 m] |
Deck width edge-to-edge: | 56.4 ft. [17.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 3° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Year reconstructed: | 2012 |
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: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 27,000 [as of 2016] |
Truck traffic: | 5% 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Good | Good | 27000 | 96.7 |
March 2015 | Good | Good | Good | Good | 57500 | 93.2 |
March 2013 | Good | Good | Good | Good | 52000 | 93.5 |
March 2011 | Good | Good | Good | Good | 65485 | 91.9 |
March 2009 | Good | Good | Good | Good | 65485 | 91.9 |
March 2007 | Good | Very Good | Very Good | Very Good | 65485 | 91.9 |
March 2005 | Good | Very Good | Very Good | Very Good | 50629 | 89.0 |
March 2003 | Good | Very Good | Very Good | Very Good | 50629 | 89.0 |
February 2001 | Good | Very Good | Very Good | Very Good | 50629 | 89.0 |
March 1999 | Good | Very Good | Very Good | Very Good | 8500 | 89.0 |
February 1997 | Good | Very Good | Very Good | Very Good | 8500 | 87.0 |
February 1995 | Good | Very Good | Very Good | Very Good | 5200 | 86.0 |
March 1993 | Good | Very Good | Very Good | Very Good | 5200 | 87.0 |
April 1991 | Good | Good | Very Good | Very Good | 5200 | 89.0 |
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. | 1,263 | 1,263 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,876 | 7,576 | 300 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 113 | 112 | 1 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 113 | 113 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 226 | 224 | 1 | 0 | 1 |
Bearings |
Elastomeric Bearing | each | 52 | 52 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 140 | 140 | 0 | 0 | 0 |