SR 7 over TR 304,GOOSE RUN,NS RR.
Map
Coordinates:
+40.54039, -80.6365840°32'25" N, 80°38'12" W
Facts
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] |
Latest Available Inspection: November 2018
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 |
Previous Inspections
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 |
Element Data
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 |