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I-95 TO SR-836 WB over NW 7 AVE & SALRR

Map 

Coordinates:
+25.78944, -80.20639
25°47'22" N, 80°12'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-95 TO SR-836 WB over NW 7 AVE & SALRR
Structure number:870363
Location:MIDTOWN INTERCHANGE
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:89.9 ft. [27.4 m]
Total length:532.2 ft. [162.2 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:1994
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]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:40,000 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:56.5 tons [51.4 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201567.8Functionally obsoleteGoodGoodVery Good40000
May 201368.3Functionally obsoleteGoodGoodVery Good37500
May 201168.6Functionally obsoleteGoodGoodVery Good36000
May 200970.5Functionally obsoleteGoodVery GoodVery Good31500
May 200771.6Functionally obsoleteGoodVery GoodVery Good31500
May 200592.0Not deficientVery GoodVery GoodVery Good31500
May 200392.2Not deficientVery GoodVery GoodVery Good29795
May 200192.2Not deficientVery GoodVery GoodVery Good29795
May 199986.8Not deficientVery GoodVery GoodVery Good71500
April 199786.8Not deficientVery GoodVery GoodVery Good71500
April 199586.1Not deficientVery GoodVery GoodVery Good71500
March 199396.0Not deficientVery GoodVery GoodVery Good10
January 199196.0Not deficientVery GoodVery GoodVery Good10