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

Map

Coordinates:
+25.94166, -80.19326
25°56'30" N, 80°11'36" W

Facts

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:19.7 ft. [6.0 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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:45,500 [as of 2017]
Truck traffic:6% 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]
Sufficiency rating:87.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodGood4550087.0
May 2016GoodGoodGoodGood4600086.9
May 2014GoodGoodGoodGood4350095.9
May 2012GoodGoodGoodGood4550095.8
May 2010GoodGoodGoodGood4100096.0
May 2008GoodGoodGoodGood3950096.1
May 2006GoodVery GoodVery GoodVery Good1850097.1
May 2004GoodVery GoodVery GoodVery Good4000095.1
April 2002GoodVery GoodVery GoodVery Good4250095.0
April 2000GoodVery GoodVery GoodVery Good4200096.0
April 1998GoodVery GoodVery GoodVery Good4050093.0
April 1996GoodVery GoodVery GoodVery Good3033891.0
April 1994GoodVery GoodGoodVery Good3033892.6
April 1992GoodVery GoodGoodVery Good3033892.6
May 1990GoodVery GoodGoodVery Good3033892.6