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SR 836 EB over SR 9 (NW 27th Avenue)

Map 

Coordinates:
+25.78472, -80.23944
25°47'05" N, 80°14'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 836 EB over SR 9 (NW 27th Avenue)
Structure number:870294
Location:SR 836/SR 9 Interchange
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:112.9 ft. [34.4 m]
Total length:180.8 ft. [55.1 m]
Roadway width between curbs:56.8 ft. [17.3 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Toll Authority [31]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:86,500 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.3 tons [53.0 metric tons]
Inventory rating:33.7 tons [30.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:85.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201585.8Functionally obsoleteVery GoodGoodVery Good86500
July 201385.8Functionally obsoleteGoodGoodGood86500
November 201183.7Functionally obsoleteGoodGoodGood86500
December 200984.5Functionally obsoleteGoodSatisfactoryGood86500
January 200884.6Functionally obsoleteGoodSatisfactoryGood85250
January 200682.3Functionally obsoleteGoodSatisfactoryGood91750
October 200382.9Functionally obsoleteGoodSatisfactoryGood78750
November 200183.5Functionally obsoleteGoodSatisfactoryGood67500
November 199982.8Functionally obsoleteGoodSatisfactoryGood81500
July 199780.8Functionally obsoleteGoodSatisfactoryGood81500
April 199583.4Functionally obsoleteGoodSatisfactoryGood81500
March 199384.6Functionally obsoleteGoodSatisfactoryGood67135
July 199189.3Not deficientGoodGoodVery Good61411