S.R. 126 over ANTHONY WAYNE, NSRR

Map

Coordinates:
+39.20444, -84.46806
39°12'16" N, 84°28'05" W

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

Name:	S.R. 126 over ANTHONY WAYNE, NSRR
Structure number:	3104907
Location:	RAMP TO SB I-75
Purpose:	Carries highway over highway and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	254.9 ft. `[77.7 m]`
Roadway width between curbs:	26.6 ft. `[8.1 m]`
Deck width edge-to-edge:	29.5 ft. `[9.0 m]`
Vertical clearance below bridge:	23.3 ft. `[7.1 m]`
Skew angle:	8°
Owner:	State Highway Agency `[01]`
Year built:	1990
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	4
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 1993]`
Truck traffic:	10% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
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:	44.6 tons `[40.5 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	100.0

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
June 2016	100.0	Good	Very Good	Very Good	Very Good	-	100
June 2015	100.0	Good	Very Good	Very Good	Very Good	-	100
October 2014	100.0	Good	Very Good	Very Good	Very Good	-	100
July 2013	96.0	Good	Very Good	Very Good	Very Good	FO	100
December 2012	96.0	Good	Very Good	Very Good	Very Good	FO	100
October 2011	96.0	Good	Very Good	Very Good	Very Good	FO	100
December 2010	96.0	Good	Very Good	Very Good	Good	FO	100
October 2009	96.0	Good	Very Good	Very Good	Very Good	FO	100
November 2008	96.0	Good	Very Good	Very Good	Very Good	FO	100
November 2007	96.0	Good	Good	Good	Good	FO	100
December 2006	96.0	Good	Very Good	Very Good	Very Good	FO	100
September 2005	96.0	Good	Very Good	Very Good	Very Good	FO	100
November 2004	96.0	Good	Very Good	Very Good	Very Good	FO	100
December 2003	96.0	Good	Very Good	Very Good	Very Good	FO	100
November 2002	96.0	Good	Very Good	Very Good	Very Good	FO	100
January 2002	96.0	Good	Very Good	Very Good	Very Good	FO	100
November 2000	96.0	Good	Very Good	Very Good	Very Good	FO	100
December 1999	96.0	Good	Very Good	Very Good	Very Good	FO	100
October 1998	96.0	Good	Very Good	Very Good	Very Good	-	100

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Steel Girder/Beam	linear ft.	1,016	1,016	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,524	7,524	0	0	0
Wearing Surfaces	sq. ft.	6,758	6,758	0	0	0
Substructure
Reinforced Concrete Column	each	2	2	0	0	0
Reinforced Concrete Abutment	linear ft.	60	60	0	0	0
Reinforced Concrete Pier Cap	linear ft.	60	60	0	0	0
Joints
Strip Seal Joint	linear ft.	59	59	0	0	0
Bearings
Elastomeric Bearing	each	20	18	2	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	510	510	0	0	0