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I-95 NB (870356) over SW8TH ST-NW8TH ST/MIAMI

Map

Coordinates:
+25.77028, -80.19917
25°46'13" N, 80°11'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:75.1 ft. [22.9 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 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:65,000 [as of 2014]
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: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]
Operating rating:65.1 tons [59.2 metric tons]
Inventory rating:39.1 tons [35.5 metric tons]
Sufficiency rating:79.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$551,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201579.2GoodGoodGoodGoodFO65000
December 201384.0GoodGoodGoodGoodFO33000
December 201182.9GoodGoodGoodGoodFO40250
December 200950.3PoorSatisfactoryPoorGoodSD50750
December 200752.5PoorSatisfactoryPoorGoodSD46750
December 200589.5GoodGoodGoodGood-50750
December 200386.6GoodGoodGoodGoodFO47000
October 200285.4GoodGoodGoodGoodFO70500
October 200189.1GoodGoodGoodGoodFO37250
August 200087.8GoodGoodGoodGoodFO62500
July 199885.8GoodGoodGoodGoodFO103500
July 199682.6FairGoodSatisfactoryGoodFO93275
June 199488.8FairGoodSatisfactoryGood-93275
April 199288.8FairGoodSatisfactoryGood-93275
April 199088.8FairGoodSatisfactoryGood-93275