CROSS CNTY HWY over IR 75,ANTHONY WAYNE,RR

Map

Coordinates:
+39.20472, -84.46814
39°12'17" N, 84°28'05" W

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

Name:	CROSS CNTY HWY over IR 75,ANTHONY WAYNE,RR
Structure number:	3118533
Location:	SR 126 OVER IR 75
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	109.9 ft. `[33.5 m]`
Total length:	708.0 ft. `[215.8 m]`
Roadway width between curbs:	52.5 ft. `[16.0 m]`
Deck width edge-to-edge:	55.8 ft. `[17.0 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	22°
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:	9
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	18,457 `[as of 2015]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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:	87.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Good	Fair	Good	18457	87.0
July 2017	Fair	Good	Satisfactory	Good	18457	98.3
March 2016	Fair	Good	Satisfactory	Good	18457	98.3
June 2015	Fair	Good	Satisfactory	Good	25497	97.6
April 2014	Fair	Good	Satisfactory	Good	25497	97.6
August 2013	Fair	Good	Satisfactory	Good	25497	95.6
April 2012	Fair	Good	Satisfactory	Good	25497	95.6
October 2011	Fair	Good	Satisfactory	Good	25497	95.6
October 2010	Fair	Good	Satisfactory	Good	25743	95.5
October 2009	Fair	Good	Satisfactory	Good	25743	95.5
November 2008	Fair	Good	Satisfactory	Good	25743	95.5
November 2007	Good	Good	Good	Good	25743	95.5
November 2006	Good	Good	Good	Good	25743	97.6
October 2005	Good	Good	Good	Good	25970	97.6
November 2004	Good	Good	Good	Good	25970	97.6
June 2003	Good	Good	Very Good	Very Good	25970	97.6
November 2002	Good	Good	Very Good	Very Good	25970	93.4
March 2001	Good	Good	Very Good	Very Good	149600	86.0
November 2000	Good	Good	Very Good	Very Good	149600	86.0
September 1999	Good	Good	Very Good	Very Good	149600	86.0
December 1998	Good	Very Good	Very Good	Very Good	4500	97.6
December 1997	Good	Very Good	Very Good	Very Good	4500	97.6
February 1996	Good	Good	Good	Good	4500	95.6
December 1994	Good	Very Good	Very Good	Good	-	96.0
November 1992	Good	Excellent	Excellent	Excellent	-	96.0
December 1991	Good	Excellent	Excellent	Excellent	122020	86.4

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.	5,672	3,947	1,200	525	0
Deck
Reinforced Concrete Deck	sq. ft.	39,590	38,208	1,382	0	0
Wearing Surfaces	sq. ft.	37,170	37,170	0	0	0
Superstructure
Steel Pin or Pin & Hangar Assembly	each	8	3	3	2	0
Substructure
Reinforced Concrete Column	each	24	23	0	1	0
Reinforced Concrete Pier Wall	linear ft.	50	50	0	0	0
Reinforced Concrete Abutment	linear ft.	121	106	14	1	0
Reinforced Concrete Pier Cap	linear ft.	480	462	18	0	0
Joints
Strip Seal Joint	linear ft.	180	142	38	0	0
Bearings
Elastomeric Bearing	each	80	79	1	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,416	1,276	140	0	0