RIDGE RD RMP-SB71 over RIDGE AVENUE

Map

Coordinates:
+39.16521, -84.42291
39°09'55" N, 84°25'22" W

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

Name:	RIDGE RD RMP-SB71 over RIDGE AVENUE
Structure number:	3115224
Location:	.6 MI N OF SR 562
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	90.9 ft. `[27.7 m]`
Total length:	178.2 ft. `[54.3 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	7°
Owner:	State Highway Agency `[01]`
Year built:	1972
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:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Other `[9]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	22,580 `[as of 1970]`
Truck traffic:	30% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	78.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Very Good	Good	22580	78.0
April 2017	Good	Good	Very Good	Good	22580	78.0
March 2016	Good	Good	Very Good	Good	22580	78.0
July 2015	Good	Good	Very Good	Good	22580	78.0
July 2014	Good	Good	Very Good	Good	22580	78.0
October 2013	Good	Good	Very Good	Good	22580	78.0
December 2012	Fair	Satisfactory	Very Good	Good	22580	78.0
September 2011	Fair	Satisfactory	Very Good	Good	22580	78.0
October 2010	Fair	Satisfactory	Very Good	Good	22580	78.0
October 2009	Fair	Satisfactory	Very Good	Good	22580	78.0
December 2008	Fair	Satisfactory	Very Good	Good	22580	78.0
November 2007	Fair	Satisfactory	Very Good	Good	22580	78.0
October 2006	Fair	Satisfactory	Very Good	Satisfactory	22580	78.0
November 2005	Good	Good	Very Good	Very Good	22580	77.0
October 2004	Good	Good	Very Good	Very Good	22580	77.0
October 2003	Good	Very Good	Very Good	Good	22580	77.0
September 2002	Good	Very Good	Very Good	Very Good	22580	77.0
August 2001	Good	Very Good	Very Good	Very Good	22580	77.0
August 2000	Good	Very Good	Very Good	Good	22580	77.0
November 1999	Good	Very Good	Very Good	Good	22580	77.0
March 1998	Good	Very Good	Good	Good	22580	77.0
May 1996	Fair	Satisfactory	Satisfactory	Good	22580	77.0
March 1995	Fair	Satisfactory	Good	Good	22580	77.0
April 1994	Fair	Satisfactory	Good	Good	22580	77.0
March 1993	Fair	Satisfactory	Good	Good	22580	77.0
December 1991	Fair	Satisfactory	Good	Good	22580	77.0
April 1991	Good	Good	Good	Very Good	22580	77.0

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.	712	712	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,340	4,952	350	28	10
Wearing Surfaces	sq. ft.	4,984	4,984	0	0	0
Superstructure
Steel Pin or Pin & Hangar Assembly	each	8	8	0	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	61	45	16	0	0
Reinforced Concrete Pier Cap	linear ft.	61	53	8	0	0
Joints
Strip Seal Joint	linear ft.	120	60	60	0	0
Bearings
Other Bearing	each	16	8	8	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	356	181	175	0	0