SR 7 over LOGAN ST


+40.32464, -80.60644
40°19'29" N, 80°36'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 7 over LOGAN ST
Structure number:4100751
Location:1.84 MI N OF SR 151
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:55.1 ft. [16.8 m]
Total length:148.0 ft. [45.1 m]
Roadway width between curbs:67.6 ft. [20.6 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1961
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]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,784 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:82.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodFairFair1878482.9
November 2017FairGoodFairFair1878482.9
November 2016FairGoodFairFair1878482.9
November 2015FairGoodFairFair1742883.0
December 2014FairGoodFairFair1742883.0
May 2013FairGoodFairFair1742883.0
March 2012FairGoodFairFair1742883.0
June 2011FairSatisfactoryFairFair2203582.5
June 2010FairSatisfactoryFairFair2203582.5
July 2009FairSatisfactoryFairFair2203582.5
June 2008FairSatisfactoryFairFair2203582.5
June 2007FairSatisfactoryFairFair1942482.8
June 2006FairSatisfactorySatisfactoryFair1942482.8
July 2005FairSatisfactorySatisfactoryFair1988982.7
July 2004FairSatisfactorySatisfactoryFair2163482.5
July 2003FairSatisfactorySatisfactoryFair2163482.5
June 2002FairSatisfactorySatisfactoryFair2163482.5
June 2000FairSatisfactorySatisfactoryFair2163480.5
July 1999FairSatisfactorySatisfactoryFair2163480.5
July 1998FairSatisfactorySatisfactoryFair2163480.5
July 1997FairSatisfactorySatisfactoryFair1961180.8
June 1996FairSatisfactorySatisfactorySatisfactory1961192.1
July 1995FairSatisfactoryFairFair1961181.2
June 1994FairSatisfactorySatisfactoryFair1961181.2
June 1993FairSatisfactorySatisfactorySatisfactory1961191.5
June 1992FairSatisfactorySatisfactorySatisfactory1502092.8
June 1991FairGoodSatisfactorySatisfactory1502091.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,4301,00104290
Steel Protective Coatingsq. ft.15,102110,5714,5300
Reinforced Concrete Decksq. ft.11,1048,1322,924480
Wearing Surfacessq. ft.10,0186,0122,5041,5020
Reinforced Concrete Columneach1615100
Reinforced Concrete Abutmentlinear ft.1688250360
Reinforced Concrete Pier Caplinear ft.1681560120
Assembly without Seal Jointlinear ft.150150000
Movable Bearingeach40201730
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2962484800