I-95 & SR-112 SUNP over I-95 SB

Map

Coordinates:
+25.81417, -80.20583
25°48'51" N, 80°12'21" W

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Name:	I-95 & SR-112 SUNP over I-95 SB
Structure number:	870713
Location:	I-95/SR112/I-195 INTRCHG
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Tolls:	Yes, on Interstate toll segment under Secretarial Agreement `[4]`
Length of largest span:	170.0 ft. `[51.8 m]`
Total length:	1731.1 ft. `[527.6 m]`
Roadway width between curbs:	46.9 ft. `[14.3 m]`
Deck width edge-to-edge:	53.2 ft. `[16.2 m]`
Vertical clearance below bridge:	17.1 ft. `[5.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1991
Year reconstructed:	2010
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:	8
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	4,500 `[as of 2014]`
Truck traffic:	2% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	77.9 tons `[70.8 metric tons]`
Inventory rating:	21.6 tons `[19.6 metric tons]`
Sufficiency rating:	76.9

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
June 2015	76.9	Good	Very Good	Good	Good	-	4500
June 2013	93.8	Good	Very Good	Good	Good	-	4500
June 2011	94.2	Good	Very Good	Good	Good	-	3600
June 2009	87.8	Good	Very Good	Good	Good	FO	14500
June 2008	87.8	Good	Very Good	Good	Good	FO	14500
June 2007	87.7	Good	Very Good	Good	Good	FO	14500
June 2005	92.7	Good	Very Good	Very Good	Good	FO	14500
May 2004	91.7	Good	Very Good	Very Good	Good	FO	36000
March 2002	91.7	Good	Very Good	Very Good	Good	FO	36000
February 2001	92.4	Good	Very Good	Very Good	Good	FO	22000
January 2000	92.4	Good	Very Good	Very Good	Good	-	22000
February 1998	73.0	Good	Very Good	Very Good	Good	-	22000
February 1996	73.7	Good	Very Good	Very Good	Good	-	5000
September 1993	73.7	Good	Very Good	Very Good	Good	-	5000
August 1991	73.7	Good	Very Good	Very Good	Good	-	5000