I-95 NB (870356) over SW8TH ST-NW8TH ST/MIAMI
Map
Coordinates:
+25.77042, -80.1991725°46'14" N, 80°11'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-95 NB (870356) over SW8TH ST-NW8TH ST/MIAMI |
Structure number: | 870453 |
Location: | DOWNTOWN INTERCHG |
Purpose: | Carries highway overpass (third level) over highway and waterway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 200.1 ft. [61.0 m] |
Total length: | 6196.2 ft. [1888.5 m] |
Roadway width between curbs: | 61.4 ft. [18.7 m] |
Deck width edge-to-edge: | 64.3 ft. [19.6 m] |
Vertical clearance above deck: | 18.7 ft. [5.7 m] |
Vertical clearance below bridge: | 72.2 ft. [22.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
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: | 6 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 32,250 [as of 2016] |
Truck traffic: | 3% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 85.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $551,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Good | 32250 | 85.8 |
December 2015 | Good | Good | Good | Good | 65000 | 79.2 |
December 2013 | Good | Good | Good | Good | 33000 | 84.0 |
December 2011 | Good | Good | Good | Good | 40250 | 82.9 |
December 2009 | Poor | Satisfactory | Poor | Good | 50750 | 50.3 |
December 2007 | Poor | Satisfactory | Poor | Good | 46750 | 52.5 |
December 2005 | Good | Good | Good | Good | 50750 | 89.5 |
December 2003 | Good | Good | Good | Good | 47000 | 86.6 |
October 2002 | Good | Good | Good | Good | 70500 | 85.4 |
October 2001 | Good | Good | Good | Good | 37250 | 89.1 |
August 2000 | Good | Good | Good | Good | 62500 | 87.8 |
July 1998 | Good | Good | Good | Good | 103500 | 85.8 |
July 1996 | Fair | Good | Satisfactory | Good | 93275 | 82.6 |
June 1994 | Fair | Good | Satisfactory | Good | 93275 | 88.8 |
April 1992 | Fair | Good | Satisfactory | Good | 93275 | 88.8 |
April 1990 | Fair | Good | Satisfactory | Good | 93275 | 88.8 |
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 |
Steel Girder/Beam | linear ft. | 15,016 | 14,930 | 60 | 26 | 0 |
Steel Protective Coating | sq. ft. | 187,700 | 187,530 | 170 | 0 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 56,578 | 56,539 | 1 | 38 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 398,397 | 398,273 | 113 | 11 | 0 |
Substructure |
Reinforced Concrete Column | each | 295 | 286 | 1 | 8 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 130 | 130 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 130 | 130 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 305 | 305 | 0 | 0 | 0 |
Steel Pier Cap | linear ft. | 130 | 113 | 17 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,430 | 1,420 | 10 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 5,170 | 5,140 | 25 | 5 | 0 |
Joints |
Pourable Joint | linear ft. | 5,128 | 4,945 | 180 | 3 | 0 |
Open Joint | linear ft. | 257 | 257 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 1,514 | 1,492 | 22 | 0 | 0 |
Movable Bearing | each | 172 | 146 | 18 | 8 | 0 |
Steel Protective Coating | sq. ft. | 344 | 310 | 34 | 0 | 0 |
Fixed Bearing | each | 134 | 126 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 268 | 252 | 16 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 12,392 | 12,294 | 0 | 84 | 14 |