Homewood Viaduct over N & S RR, 2ND AVE, CLARK


+40.81550, -80.32960
40°48'56" N, 80°19'47" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Homewood Viaduct over N & S RR, 2ND AVE, CLARK
Structure number:000000000003902
Old structure number:047417000040020 (from 1992 edition)
Location:004002 0.5 MI W/PA TP EX2
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:86.9 ft. [26.5 m]
Total length:486.9 ft. [148.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:County Highway Agency [02]
Year built:1922
Year reconstructed:2017
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,096 [as of 2018]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:66.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairGoodFairGood109666.8
June 2017PoorSeriousSeriousGood109624.6
June 2015PoorSeriousSeriousGood109624.6
June 2013FairGoodFairGood109661.4
June 2011PoorGoodSeriousGood109621.4
June 2009PoorGoodCriticalGood109621.4
July 2007PoorGoodCriticalGood109615.7
June 2005GoodGoodGoodGood109663.2
June 2003GoodGoodGoodGood109663.2
June 2001GoodGoodGoodGood109662.2
October 1999GoodGoodGoodGood109662.2
May 1997GoodGoodGoodGood109662.2
May 1995GoodGoodVery GoodGood109665.2