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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]
Design load:MS 18 / HS 20 [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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$16,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201581.1Functionally obsoleteGoodGoodGood21000
March 201381.1Functionally obsoleteGoodGoodGood21000
March 201181.6Functionally obsoleteGoodGoodGood19174
March 200981.6Functionally obsoleteGoodGoodGood19174
March 200781.6Functionally obsoleteGoodGoodGood19174
March 200588.5Functionally obsoleteGoodGoodGood19174
March 200388.5Functionally obsoleteGoodGoodGood19174
March 200188.5Functionally obsoleteGoodGoodGood5220
20000.0Not applicable---57400
February 199987.5Functionally obsoleteGoodGoodGood5220
February 199787.7Functionally obsoleteGoodGoodGood5220
February 199587.7Functionally obsoleteGoodGoodGood5220
January 199387.7Functionally obsoleteGoodGoodGood5220
January 199187.7Functionally obsoleteGoodGoodGood5220