Share:

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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:87.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$17,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201587.1Functionally obsoleteGoodSatisfactoryGood15500
December 201387.1Functionally obsoleteGoodGoodGood15500
December 201187.1Functionally obsoleteGoodGoodGood14000
December 200985.1Functionally obsoleteGoodVery GoodGood24000
December 200785.1Functionally obsoleteGoodVery GoodGood24000
December 200587.1Not deficientGoodVery GoodGood24000
December 200392.9Functionally obsoleteGoodVery GoodGood24000
September 200195.5Not deficientGoodVery GoodGood14872
November 200093.5Not deficientGoodGoodVery Good14872
October 199893.5Not deficientGoodGoodVery Good14872
November 199693.7Not deficientGoodGoodVery Good14872
November 199493.7Not deficientGoodGoodVery Good14872
November 199293.7Not deficientGoodGoodVery Good14872
November 199093.7Not deficientGoodGoodVery Good14872