S.R. 126 over ANTHONY WAYNE AVE, NSRR

Map

Coordinates:
+39.20437, -84.46857
39°12'16" N, 84°28'07" W

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

Name:	S.R. 126 over ANTHONY WAYNE AVE, 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:	23.0 ft. `[7.0 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]`
Sufficiency rating:	100.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Very Good	Very Good	Very Good	100	100.0
July 2017	Good	Very Good	Very Good	Very Good	100	100.0
June 2016	Good	Very Good	Very Good	Very Good	100	100.0
June 2015	Good	Very Good	Very Good	Very Good	100	100.0
October 2014	Good	Very Good	Very Good	Very Good	100	100.0
July 2013	Good	Very Good	Very Good	Very Good	100	96.0
December 2012	Good	Very Good	Very Good	Very Good	100	96.0
October 2011	Good	Very Good	Very Good	Very Good	100	96.0
December 2010	Good	Very Good	Very Good	Good	100	96.0
October 2009	Good	Very Good	Very Good	Very Good	100	96.0
November 2008	Good	Very Good	Very Good	Very Good	100	96.0
November 2007	Good	Good	Good	Good	100	96.0
December 2006	Good	Very Good	Very Good	Very Good	100	96.0
September 2005	Good	Very Good	Very Good	Very Good	100	96.0
November 2004	Good	Very Good	Very Good	Very Good	100	96.0
December 2003	Good	Very Good	Very Good	Very Good	100	96.0
November 2002	Good	Very Good	Very Good	Very Good	100	96.0
January 2002	Good	Very Good	Very Good	Very Good	100	96.0
November 2000	Good	Very Good	Very Good	Very Good	100	96.0
December 1999	Good	Very Good	Very Good	Very Good	100	96.0
October 1998	Good	Very Good	Very Good	Very Good	100	96.0

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,016	791	225	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,524	7,209	315	0	0
Wearing Surfaces	sq. ft.	6,758	6,633	125	0	0
Substructure
Reinforced Concrete Column	each	2	2	0	0	0
Reinforced Concrete Abutment	linear ft.	60	57	3	0	0
Reinforced Concrete Pier Cap	linear ft.	60	60	0	0	0
Joints
Strip Seal Joint	linear ft.	59	24	35	0	0
Bearings
Elastomeric Bearing	each	20	18	2	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	510	485	25	0	0