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I-395 WB (870373) over NW 3RD AV TO US-1 (SR 5)

Map 

Coordinates:
+25.78861, -80.20000
25°47'19" N, 80°12'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-395 WB (870373) over NW 3RD AV TO US-1 (SR 5)
Structure number:870575
Location:E OF MIDTWN INTRCHG
Purpose:Carries highway overpass over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:165.0 ft. [50.3 m]
Total length:3959.2 ft. [1206.7 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.3 ft. [12.6 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:7
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:66,000 [as of 2013]
Truck traffic:3% of total traffic
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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:89.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201489.8Functionally obsoleteSatisfactoryGoodGood66000
October 201289.8Functionally obsoleteSatisfactoryGoodGood64500
October 201090.2Functionally obsoleteSatisfactoryGoodGood57000
October 200858.4Structurally deficientPoorPoorPoor58750
October 200662.0Structurally deficientPoorPoorPoor51750
December 200491.5Functionally obsoleteGoodVery GoodGood51750
July 200291.4Functionally obsoleteGoodVery GoodGood52000
August 200191.4Functionally obsoleteGoodVery GoodGood52000
July 199991.3Functionally obsoleteGoodVery GoodGood55500
July 199787.5Functionally obsoleteGoodVery GoodGood55500
July 199590.7Functionally obsoleteGoodGoodGood29640
September 199390.7Functionally obsoleteGoodVery GoodGood29640
August 199190.7Functionally obsoleteGoodVery GoodGood29640