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I-95NB TO SR836WB over NW 14 ST I-395 I-95

Map 

Coordinates:
+25.78722, -80.20278
25°47'14" N, 80°12'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-95NB TO SR836WB over NW 14 ST I-395 I-95
Structure number:870364
Location:MIDTOWN INTERCHANGE
Purpose:Carries highway overpass (third level) over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:123.0 ft. [37.5 m]
Total length:1642.1 ft. [500.5 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2014]
Truck traffic:7% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:57.5 tons [52.3 metric tons]
Inventory rating:34.5 tons [31.4 metric tons]
Sufficiency rating:81.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$16,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201581.1GoodGoodGoodGoodFO21000
March 201381.1GoodGoodGoodGoodFO21000
March 201181.6GoodGoodGoodGoodFO19174
March 200981.6GoodGoodGoodGoodFO19174
March 200781.6GoodGoodGoodGoodFO19174
March 200588.5GoodGoodGoodGoodFO19174
March 200388.5GoodGoodGoodGoodFO19174
March 200188.5GoodGoodGoodGoodFO5220
February 199987.5GoodGoodGoodGoodFO5220
February 199787.7GoodGoodGoodGoodFO5220
February 199587.7GoodGoodGoodGoodFO5220
January 199387.7GoodGoodGoodGoodFO5220
January 199187.7GoodGoodGoodGoodFO5220