SR 7 over TR 304,GOOSE RUN,NS RR.

Map

Coordinates:
+40.54039, -80.63658
40°32'25" N, 80°38'12" W

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

Name:	SR 7 over TR 304,GOOSE RUN,NS RR.
Structure number:	4101596
Location:	2.93 MI N OF CONRAIL RR
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	89.9 ft. `[27.4 m]`
Total length:	542.3 ft. `[165.3 m]`
Roadway width between curbs:	63.0 ft. `[19.2 m]`
Deck width edge-to-edge:	66.3 ft. `[20.2 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	57°
Owner:	State Highway Agency `[01]`
Year built:	1963
Year reconstructed:	1996
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	7
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	9,400 `[as of 2015]`
Truck traffic:	18% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 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:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. `[9]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	68.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Good	Good	Fair	9400	68.0
May 2017	Fair	Good	Good	Fair	9400	68.0
April 2016	Fair	Good	Good	Fair	9400	68.0
December 2015	Fair	Good	Good	Fair	8110	68.3
April 2014	Fair	Good	Good	Fair	8110	68.3
May 2013	Fair	Good	Good	Fair	8110	68.3
July 2012	Fair	Good	Good	Fair	8110	68.3
July 2011	Fair	Good	Good	Fair	9810	68.0
July 2010	Fair	Good	Fair	Fair	9810	68.0
July 2009	Fair	Good	Fair	Fair	9810	68.0
September 2008	Fair	Good	Fair	Fair	9810	68.0
June 2007	Fair	Good	Fair	Fair	9290	68.0
July 2006	Fair	Good	Fair	Fair	9290	68.0
June 2005	Fair	Good	Satisfactory	Satisfactory	9570	79.0
June 2004	Fair	Good	Satisfactory	Satisfactory	8560	80.6
July 2003	Fair	Good	Satisfactory	Satisfactory	8560	80.6
July 2002	Fair	Good	Satisfactory	Satisfactory	8560	80.6
July 2000	Fair	Good	Good	Satisfactory	8560	79.0
July 1999	Fair	Good	Good	Satisfactory	8560	79.0
August 1998	Fair	Good	Good	Satisfactory	8560	79.0
July 1997	Fair	Very Good	Very Good	Satisfactory	9990	79.0
July 1996	Fair	Excellent	Excellent	Satisfactory	9990	79.0
January 1996	Poor	Serious	Poor	Poor	9990	33.0
June 1994	Poor	Poor	Fair	Poor	9990	48.0
June 1993	Poor	Poor	Fair	Poor	9990	48.0
June 1992	Poor	Poor	Satisfactory	Poor	7490	48.0
July 1991	Poor	Poor	Satisfactory	Poor	7490	48.0

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.	5,230	5,230	0	0	0
Steel Protective Coating	sq. ft.	75,951	71,378	3,630	653	290
Deck
Reinforced Concrete Deck	sq. ft.	35,975	31,385	4,590	0	0
Substructure
Reinforced Concrete Column	each	20	15	2	3	0
Reinforced Concrete Abutment	linear ft.	241	201	40	0	0
Steel Pier Cap	linear ft.	361	307	20	24	10
Joints
Assembly without Seal Joint	linear ft.	237	47	180	10	0
Bearings
Movable Bearing	each	80	65	12	3	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,085	911	174	0	0