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I-95 TO I-395 EB over NW 3RD AVE TO NE 1ST AVE

Map 

Coordinates:
+25.78806, -80.19861
25°47'17" N, 80°11'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-95 TO I-395 EB over NW 3RD AVE TO NE 1ST AVE
Structure number:870582
Location:E OF MIDTOWN INTRCHG
Purpose:Carries highway overpass over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:165.0 ft. [50.3 m]
Total length:2924.0 ft. [891.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Skew angle:62°
Owner:State Highway Agency [01]
Year built:1970
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:70,000 [as of 2012]
Deck condition:Satisfactory [6 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]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.0 tons [52.7 metric tons]
Inventory rating:34.8 tons [31.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201462.7Functionally obsoleteSatisfactoryGoodGood70000
October 201262.7Functionally obsoleteSatisfactoryGoodGood70000
October 201062.7Functionally obsoleteSatisfactoryGoodGood70000
October 200836.8Structurally deficientSatisfactorySatisfactoryPoor70000
October 200636.8Structurally deficientSatisfactorySatisfactoryPoor70000
November 200465.8Functionally obsoleteGoodGoodVery Good70000
July 200269.7Functionally obsoleteGoodGoodVery Good49500
August 200169.7Functionally obsoleteGoodGoodVery Good49500
September 199970.8Functionally obsoleteGoodGoodVery Good26500
July 199770.5Functionally obsoleteGoodGoodVery Good28500
July 199570.1Functionally obsoleteGoodGoodVery Good28500
April 199370.1Functionally obsoleteGoodVery GoodVery Good28500
June 199170.1Functionally obsoleteGoodVery GoodVery Good28500