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SR836 WB TO I95 SB over I95 & I95 RAMPS &14TH ST

Map 

Coordinates:
+25.78694, -80.20389
25°47'13" N, 80°12'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR836 WB TO I95 SB over I95 & I95 RAMPS &14TH ST
Structure number:870371
Location:MIDTOWN INTERCHANGE
Purpose:Carries highway overpass (fourth level) over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:128.0 ft. [39.0 m]
Total length:867.2 ft. [264.3 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1969
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: December 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,500 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:45.2 tons [41.1 metric tons]
Inventory rating:26.4 tons [24.0 metric tons]
Sufficiency rating:87.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$17,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201587.1FairGoodSatisfactoryGoodFO15500
December 201387.1GoodGoodGoodGoodFO15500
December 201187.1GoodGoodGoodGoodFO14000
December 200985.1GoodGoodVery GoodGoodFO24000
December 200785.1GoodGoodVery GoodGoodFO24000
December 200587.1GoodGoodVery GoodGood-24000
December 200392.9GoodGoodVery GoodGoodFO24000
September 200195.5GoodGoodVery GoodGood-14872
November 200093.5GoodGoodGoodVery Good-14872
October 199893.5GoodGoodGoodVery Good-14872
November 199693.7GoodGoodGoodVery Good-14872
November 199493.7GoodGoodGoodVery Good-14872
November 199293.7GoodGoodGoodVery Good-14872
November 199093.7GoodGoodGoodVery Good-14872