I-95 SB over NW 10&11TH ST& NW 11 TER

Map

Coordinates:
+25.78333, -80.20111
25°46'60" N, 80°12'04" W

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

Name:	I-95 SB over NW 10&11TH ST& NW 11 TER
Structure number:	870357
Location:	S OF MIDTOWN INTERCHANGE
Purpose:	Carries highway over highway and railroad
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	81.0 ft. `[24.7 m]`
Total length:	751.0 ft. `[228.9 m]`
Roadway width between curbs:	73.2 ft. `[22.3 m]`
Deck width edge-to-edge:	76.1 ft. `[23.2 m]`
Vertical clearance below bridge:	21.0 ft. `[6.4 m]`
Skew angle:	27°
Owner:	State Highway Agency `[01]`
Year built:	1968
Year reconstructed:	1993
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:	10
Main spans material:	Prestressed concrete `[5]`
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:	165,500 `[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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	65.0 tons `[59.1 metric tons]`
Inventory rating:	39.1 tons `[35.5 metric tons]`
Sufficiency rating:	85.1

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
May 2016	85.1	Good	Good	Good	Good	-	165500
May 2014	89.1	Good	Good	Good	Good	-	81000
May 2012	89.0	Good	Good	Good	Good	-	84250
May 2010	88.7	Good	Good	Good	Good	-	89000
May 2008	88.7	Good	Good	Good	Good	-	89000
May 2006	87.6	Good	Good	Very Good	Very Good	FO	67250
May 2004	83.3	Good	Very Good	Very Good	Very Good	FO	69000
April 2002	83.1	Good	Very Good	Very Good	Very Good	FO	73250
March 2000	84.5	Good	Very Good	Very Good	Very Good	FO	66000
February 1998	82.9	Good	Very Good	Very Good	Very Good	FO	95500
February 1996	79.1	Good	Very Good	Very Good	Very Good	FO	83339
February 1994	82.0	Good	Very Good	Very Good	Very Good	FO	83339
September 1992	82.0	Good	Very Good	Very Good	Very Good	FO	83339
June 1990	82.0	Good	Very Good	Very Good	Very Good	FO	83339