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NW39 - I-95NB SUNP over I-95/I-195 & RAMPS

Map 

Coordinates:
+25.81194, -80.21167
25°48'43" N, 80°12'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NW39 - I-95NB SUNP over I-95/I-195 & RAMPS
Structure number:870777
Location:I-95/SR112/I-195 INTRCHG
Purpose:Carries highway overpass (third level) over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:183.4 ft. [55.9 m]
Total length:905.2 ft. [275.9 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1991
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:3
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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:2,800 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:55.6 tons [50.5 metric tons]
Inventory rating:33.3 tons [30.3 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201497.0Not deficientGoodVery GoodVery Good2800
March 201297.0Not deficientGoodVery GoodVery Good2800
March 201097.0Not deficientGoodVery GoodVery Good8000
March 200897.0Not deficientGoodVery GoodVery Good8000
March 200697.0Not deficientVery GoodVery GoodVery Good8000
March 200491.9Functionally obsoleteVery GoodVery GoodVery Good5737
January 200287.9Functionally obsoleteVery GoodVery GoodVery Good5737
January 200088.0Not deficientVery GoodVery GoodVery Good5000
January 199890.8Not deficientVery GoodVery GoodVery Good5000
January 199690.4Not deficientVery GoodGoodGood5000
February 199491.4Not deficientVery GoodGoodGood5000
August 199191.4Not deficientVery GoodGoodGood5000