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I-95 SB TO NW 8TH over NW 10&11 ST & RR SPUR

Map 

Coordinates:
+25.78389, -80.20167
25°47'02" N, 80°12'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-95 SB TO NW 8TH over NW 10&11 ST & RR SPUR
Structure number:870579
Location:S/O MIDTOWN INTERCHANGE
Purpose:Carries highway overpass over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:80.1 ft. [24.4 m]
Total length:786.1 ft. [239.6 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:1998
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:12
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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
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:85.9 tons [78.1 metric tons]
Inventory rating:51.4 tons [46.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201477.0Functionally obsoleteGoodGoodGood11000
March 201277.0Functionally obsoleteGoodGoodGood10000
March 201077.0Functionally obsoleteGoodGoodGood10000
March 200877.0Functionally obsoleteGoodGoodVery Good10000
March 200676.0Not deficientGoodGoodVery Good10000
March 200476.0Not deficientVery GoodVery GoodVery Good9058
January 200276.0Not deficientVery GoodVery GoodVery Good9058
January 200095.0Not deficientVery GoodVery GoodVery Good3612
January 199890.0Functionally obsoleteVery GoodVery GoodVery Good2116
January 199689.0Functionally obsoleteVery GoodVery GoodGood2116
February 199489.0Functionally obsoleteVery GoodVery GoodGood2116
February 199289.0Functionally obsoleteVery GoodVery GoodGood2116
April 199089.0Functionally obsoleteVery GoodVery GoodGood2116