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

Map

Coordinates:
+25.94166, -80.19326
25°56'30" 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:	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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	45500	87.0
May 2016	Good	Good	Good	Good	46000	86.9
May 2014	Good	Good	Good	Good	43500	95.9
May 2012	Good	Good	Good	Good	45500	95.8
May 2010	Good	Good	Good	Good	41000	96.0
May 2008	Good	Good	Good	Good	39500	96.1
May 2006	Good	Very Good	Very Good	Very Good	18500	97.1
May 2004	Good	Very Good	Very Good	Very Good	40000	95.1
April 2002	Good	Very Good	Very Good	Very Good	42500	95.0
April 2000	Good	Very Good	Very Good	Very Good	42000	96.0
April 1998	Good	Very Good	Very Good	Very Good	40500	93.0
April 1996	Good	Very Good	Very Good	Very Good	30338	91.0
April 1994	Good	Very Good	Good	Very Good	30338	92.6
April 1992	Good	Very Good	Good	Very Good	30338	92.6
May 1990	Good	Very Good	Good	Very Good	30338	92.6