Share:

I-395 EB (870575) over NW 3RD AVE TO US-1 (SR5)

Map 

Coordinates:
+25.78833, -80.19972
25°47'18" N, 80°11'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-395 EB (870575) over NW 3RD AVE TO US-1 (SR5)
Structure number:870373
Location:E OF MIDTOWN INTERCHANGE
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:4014.3 ft. [1223.5 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.7 ft. [12.7 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:Prestressed concrete [5]
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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.3 tons [59.4 metric tons]
Inventory rating:39.3 tons [35.7 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 200861.7Structurally deficientGoodGoodPoor58750
October 200665.2Structurally deficientGoodVery GoodPoor51750
October 200491.4Functionally obsoleteGoodVery GoodGood53250
July 200291.7Functionally obsoleteGoodVery GoodGood46250
January 200291.6Functionally obsoleteGoodVery GoodGood49500
July 199991.1Functionally obsoleteGoodVery GoodGood59400
July 199787.5Functionally obsoleteGoodVery GoodGood55500
July 199590.6Functionally obsoleteGoodGoodGood43264
September 199390.6Functionally obsoleteGoodVery GoodGood43264
August 199190.6Functionally obsoleteGoodVery GoodGood43264