US 30 EB over RR;RIVER RD;OHIO R.

Map

Coordinates:
+40.62097, -80.56623
40°37'15" N, 80°33'58" W

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

Name:	US 30 EB over RR;RIVER RD;OHIO R.
Structure number:	1502387
Location:	1.61 MI E OF SR 7
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	227.7 ft. `[69.4 m]`
Total length:	783.5 ft. `[238.8 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:	59.1 ft. `[18.0 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:	9,836 `[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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	56.0
Recommended work:	Bridge deck rehabilitation with only incidental widening. `[36]`
Estimated cost of work:	$957,900,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Fair	Good	9836	56.0
May 2017	Fair	Satisfactory	Fair	Good	9836	54.0
March 2016	Good	Very Good	Very Good	Very Good	3239	89.5
May 2015	Good	Very Good	Very Good	Very Good	7350	82.5
May 2014	Good	Very Good	Very Good	Very Good	7350	81.4
October 2013	Good	Good	Very Good	Very Good	7350	81.4
December 2012	Good	Good	Very Good	Very Good	7350	79.4
December 2011	Good	Good	Very Good	Very Good	7350	79.4
August 2010	Good	Good	Very Good	Very Good	7350	79.4
November 2009	Good	Good	Very Good	Very Good	9068	79.0
July 2008	Good	Good	Very Good	Very Good	9068	79.0
July 2007	Good	Good	Very Good	Very Good	9068	79.0
September 2006	Good	Good	Very Good	Very Good	9343	79.0
September 2005	Good	Good	Very Good	Very Good	9343	79.0
December 2004	Good	Good	Very Good	Very Good	9343	79.0
November 2003	Good	Good	Very Good	Very Good	6750	80.4
August 2002	Good	Good	Very Good	Very Good	6750	80.4
January 2000	Good	Good	Very Good	Very Good	6750	82.4
October 1998	Good	Good	Very Good	Very Good	6750	82.4
November 1997	Good	Good	Very Good	Very Good	7301	81.5
August 1996	Fair	Satisfactory	Satisfactory	Satisfactory	7301	81.5
August 1994	Fair	Satisfactory	Very Good	Very Good	7301	81.6
August 1993	Good	Good	Good	Very Good	7301	81.6
August 1992	Good	Good	Very Good	Very Good	6270	83.4
August 1991	Fair	Satisfactory	Good	Very Good	6270	83.4

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.	2,934	2,654	280	0	0
Steel Protective Coating	sq. ft.	601,891	439,382	120,378	30,094	12,037
Deck
Reinforced Concrete Deck	sq. ft.	25,618	23,637	1,887	94	0
Wearing Surfaces	sq. ft.	23,111	20,406	1,200	1,500	5
Superstructure
Steel Pin or Pin & Hangar Assembly	each	11	11	0	0	0
Substructure
Reinforced Concrete Column	each	14	14	0	0	0
Reinforced Concrete Abutment	linear ft.	92	92	0	0	0
Steel Pier Cap	linear ft.	232	232	0	0	0
Joints
Assembly without Seal Joint	linear ft.	46	42	0	4	0
Bearings
Pot Bearing	each	32	0	31	1	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,567	589	978	0	0