COMP SR-860 over SCL R/R & NE 4 CT


+25.94333, -80.19333
25°56'36" N, 80°11'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:COMP SR-860 over SCL R/R & NE 4 CT
Structure number:870691
Location:NE. 183 St. & NE. 4 Ct.
Purpose:Carries highway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:112.9 ft. [34.4 m]
Total length:411.1 ft. [125.3 m]
Roadway width between curbs:84.3 ft. [25.7 m]
Deck width edge-to-edge:98.8 ft. [30.1 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1976
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:43,500 [as of 2013]
Truck traffic:4% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.1 tons [61.9 metric tons]
Inventory rating:35.4 tons [32.2 metric tons]
Sufficiency rating:95.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201495.9Not deficientGoodGoodGood43500
May 201295.8Not deficientGoodGoodGood45500
May 201096.0Not deficientGoodGoodGood41000
May 200896.1Not deficientGoodGoodGood39500
May 200697.1Not deficientVery GoodVery GoodVery Good18500
May 200495.1Not deficientVery GoodVery GoodVery Good40000
April 200295.0Not deficientVery GoodVery GoodVery Good42500
April 200096.0Not deficientVery GoodVery GoodVery Good42000
April 199893.0Functionally obsoleteVery GoodVery GoodVery Good40500
April 199691.0Functionally obsoleteVery GoodVery GoodVery Good30338
April 199492.6Functionally obsoleteVery GoodGoodVery Good30338
April 199292.6Functionally obsoleteVery GoodGoodVery Good30338
May 199092.6Functionally obsoleteVery GoodGoodVery Good30338