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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:46,000 [as of 2015]
Truck traffic:5% 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:86.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201686.9GoodGoodGoodGood-46000
May 201495.9GoodGoodGoodGood-43500
May 201295.8GoodGoodGoodGood-45500
May 201096.0GoodGoodGoodGood-41000
May 200896.1GoodGoodGoodGood-39500
May 200697.1GoodVery GoodVery GoodVery Good-18500
May 200495.1GoodVery GoodVery GoodVery Good-40000
April 200295.0GoodVery GoodVery GoodVery Good-42500
April 200096.0GoodVery GoodVery GoodVery Good-42000
April 199893.0GoodVery GoodVery GoodVery GoodFO40500
April 199691.0GoodVery GoodVery GoodVery GoodFO30338
April 199492.6GoodVery GoodGoodVery GoodFO30338
April 199292.6GoodVery GoodGoodVery GoodFO30338
May 199092.6GoodVery GoodGoodVery GoodFO30338