US 30 WB over SR39C;RMPB;RR;RVR RD;OHR

Map

Coordinates:
+40.62132, -80.56356
40°37'17" N, 80°33'49" W

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

Name:	US 30 WB over SR39C;RMPB;RR;RVR RD;OHR
Structure number:	1502395
Location:	AT APPROACH OHIO R.BR.
Purpose:	Carries highway over highway and waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	225.7 ft. `[68.8 m]`
Total length:	777.9 ft. `[237.1 m]`
Roadway width between curbs:	29.5 ft. `[9.0 m]`
Deck width edge-to-edge:	32.8 ft. `[10.0 m]`
Vertical clearance below bridge:	82.0 ft. `[25.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1976
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel continuous `[4]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7,280 `[as of 2015]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	51.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$721,000,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Fair	Good	7280	51.0
May 2017	Fair	Satisfactory	Fair	Good	7280	51.0
March 2016	Fair	Good	Satisfactory	Satisfactory	3239	96.0
May 2015	Fair	Good	Satisfactory	Satisfactory	7350	96.0
May 2014	Fair	Good	Satisfactory	Satisfactory	7350	96.0
October 2013	Fair	Good	Satisfactory	Satisfactory	7350	96.0
January 2012	Fair	Good	Satisfactory	Satisfactory	7350	94.0
August 2010	Fair	Good	Good	Satisfactory	7350	94.0
November 2009	Fair	Good	Good	Satisfactory	9068	94.0
July 2008	Fair	Good	Good	Satisfactory	9068	94.0
July 2007	Good	Good	Good	Good	9068	94.0
September 2006	Good	Good	Very Good	Good	9343	94.0
September 2005	Good	Good	Very Good	Very Good	9343	94.0
December 2004	Good	Good	Very Good	Very Good	9343	94.0
November 2003	Good	Good	Very Good	Very Good	6970	94.0
August 2002	Good	Good	Very Good	Very Good	6970	94.0
January 2000	Good	Good	Very Good	Very Good	6970	96.0
October 1998	Good	Good	Very Good	Very Good	6970	96.0
November 1997	Good	Very Good	Very Good	Very Good	7301	96.0
August 1996	Good	Good	Good	Very Good	7301	96.0
August 1994	Good	Good	Good	Very Good	7301	96.0
August 1993	Good	Good	Good	Very Good	7301	96.0
August 1992	Good	Good	Good	Very Good	6270	96.0
August 1991	Good	Good	Good	Very Good	6270	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.	2,920	2,920	0	0	0
Steel Protective Coating	sq. ft.	230,328	230,328	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	25,512	25,462	0	50	0
Wearing Surfaces	sq. ft.	22,945	0	22,945	0	0
Superstructure
Steel Pin or Pin & Hangar Assembly	each	5	0	4	1	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	87	0	87	0	0
Steel Pier Cap	linear ft.	173	173	0	0	0
Joints
Assembly without Seal Joint	linear ft.	84	84	0	0	0
Bearings
Pot Bearing	each	30	0	28	2	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,556	1	1,555	0	0