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


Name:I-95 SB TO US-41 over SW6TH ST-NW2ND ST MIA RV
Structure number:870479
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2013]
Truck traffic:7% 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:92.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$551,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201492.0Not deficientGoodSatisfactorySatisfactory21000
November 201292.3Not deficientGoodSatisfactorySatisfactory19500
November 201082.0Not deficientGoodSatisfactorySatisfactory75000
November 200882.0Not deficientGoodSatisfactoryGood75000
November 200682.0Not deficientGoodSatisfactoryGood75000
November 200499.0Not deficientGoodVery GoodVery Good75000
January 200399.0Not deficientGoodVery GoodVery Good75000
August 200199.0Not deficientGoodVery GoodVery Good75000
August 199999.0Not deficientGoodVery GoodVery Good60500
July 199799.0Not deficientGoodVery GoodVery Good58000
July 199599.0Not deficientGoodGoodVery Good15600
April 199399.0Not deficientGoodGoodVery Good15600
April 199198.0Not deficientGoodVery GoodVery Good15600