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I-95 SB TO US-41 over SW6TH ST-NW2ND ST MIA RV

Map 

Coordinates:
+25.76694, -80.20083
25°46'01" N, 80°12'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-95 SB TO US-41 over SW6TH ST-NW2ND ST MIA RV
Structure number:870479
Location:DOWNTOWN INTRCHG
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:2885.0 ft. [879.3 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:74.8 ft. [22.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1969
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:4
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: October 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,500 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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:63.7 tons [57.9 metric tons]
Inventory rating:38.2 tons [34.7 metric tons]
Sufficiency rating:91.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$551,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201691.4FairGoodSatisfactorySatisfactory-23500
November 201492.0FairGoodSatisfactorySatisfactory-21000
November 201292.3FairGoodSatisfactorySatisfactory-19500
November 201082.0FairGoodSatisfactorySatisfactory-75000
November 200882.0FairGoodSatisfactoryGood-75000
November 200682.0FairGoodSatisfactoryGood-75000
November 200499.0GoodGoodVery GoodVery Good-75000
January 200399.0GoodGoodVery GoodVery Good-75000
August 200199.0GoodGoodVery GoodVery Good-75000
August 199999.0GoodGoodVery GoodVery Good-60500
July 199799.0GoodGoodVery GoodVery Good-58000
July 199599.0GoodGoodGoodVery Good-15600
April 199399.0GoodGoodGoodVery Good-15600
April 199198.0GoodGoodVery GoodVery Good-15600