I-95 NB (870356) over SW8 ST - NW8 ST/MIAMI R


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


Name:I-95 NB (870356) over SW8 ST - NW8 ST/MIAMI R
Structure number:870453
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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$551,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201579.2Functionally obsoleteGoodGoodGood65000
December 201384.0Functionally obsoleteGoodGoodGood33000
December 201182.9Functionally obsoleteGoodGoodGood40250
December 200950.3Structurally deficientSatisfactoryPoorGood50750
December 200752.5Structurally deficientSatisfactoryPoorGood46750
December 200589.5Not deficientGoodGoodGood50750
December 200386.6Functionally obsoleteGoodGoodGood47000
October 200285.4Functionally obsoleteGoodGoodGood70500
October 200189.1Functionally obsoleteGoodGoodGood37250
August 200087.8Functionally obsoleteGoodGoodGood62500
July 199885.8Functionally obsoleteGoodGoodGood103500
July 199682.6Functionally obsoleteGoodSatisfactoryGood93275
June 199488.8Not deficientGoodSatisfactoryGood93275
April 199288.8Not deficientGoodSatisfactoryGood93275
April 199088.8Not deficientGoodSatisfactoryGood93275