I-95 SB over NW 10&11TH ST& NW 11 TER
Map
Coordinates:
+25.78406, -80.2017225°47'03" N, 80°12'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-95 SB over NW 10&11TH ST& NW 11 TER |
Structure number: | 870357 |
Location: | S OF MIDTOWN INTERCHANGE |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 81.0 ft. [24.7 m] |
Total length: | 751.0 ft. [228.9 m] |
Roadway width between curbs: | 73.2 ft. [22.3 m] |
Deck width edge-to-edge: | 76.1 ft. [23.2 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 27° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Year reconstructed: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 10 |
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: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 79,250 [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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 89.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 79250 | 89.2 |
May 2016 | Good | Good | Good | Good | 165500 | 85.1 |
May 2014 | Good | Good | Good | Good | 81000 | 89.1 |
May 2012 | Good | Good | Good | Good | 84250 | 89.0 |
May 2010 | Good | Good | Good | Good | 89000 | 88.7 |
May 2008 | Good | Good | Good | Good | 89000 | 88.7 |
May 2006 | Good | Good | Very Good | Very Good | 67250 | 87.6 |
May 2004 | Good | Very Good | Very Good | Very Good | 69000 | 83.3 |
April 2002 | Good | Very Good | Very Good | Very Good | 73250 | 83.1 |
March 2000 | Good | Very Good | Very Good | Very Good | 66000 | 84.5 |
February 1998 | Good | Very Good | Very Good | Very Good | 95500 | 82.9 |
February 1996 | Good | Very Good | Very Good | Very Good | 83339 | 79.1 |
February 1994 | Good | Very Good | Very Good | Very Good | 83339 | 82.0 |
September 1992 | Good | Very Good | Very Good | Very Good | 83339 | 82.0 |
June 1990 | Good | Very Good | Very Good | Very Good | 83339 | 82.0 |
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. | 10,646 | 10,645 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 65,751 | 65,730 | 20 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 47 | 47 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 183 | 183 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 780 | 776 | 2 | 2 | 0 |
Joints |
Pourable Joint | linear ft. | 47 | 39 | 0 | 8 | 0 |
Compression Joint | linear ft. | 1,083 | 641 | 0 | 435 | 7 |
Bearings |
Elastomeric Bearing | each | 280 | 277 | 2 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,503 | 1,501 | 0 | 2 | 0 |