TR 385(POWELLS LN) over U.S.22


+40.39217, -80.68657
40°23'32" N, 80°41'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 385(POWELLS LN) over U.S.22
Structure number:4104048
Location:0.55 MI.W.LOVERS LANE
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:116.1 ft. [35.4 m]
Total length:232.0 ft. [70.7 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:734 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodGoodGoodVery Good73495.8
October 2017GoodGoodGoodVery Good73495.8
November 2016GoodGoodGoodVery Good73495.8
November 2015GoodGoodGoodVery Good30095.9
November 2014GoodGoodGoodVery Good30095.9
June 2013GoodGoodGoodVery Good30095.9
February 2012GoodGoodGoodVery Good30095.9
June 2011GoodGoodGoodVery Good30095.9
July 2010GoodGoodGoodVery Good30095.9
June 2009GoodGoodGoodVery Good30095.9
July 2008GoodGoodGoodVery Good30095.9
July 2007GoodGoodGoodVery Good30093.9
June 2006GoodGoodGoodVery Good30093.9
July 2005GoodGoodGoodVery Good30093.9
July 2004GoodGoodGoodVery Good30093.9
June 2003GoodGoodExcellentVery Good30093.9
July 2002GoodGoodExcellentVery Good30093.9
July 2000GoodGoodExcellentVery Good30099.9
August 1999GoodGoodExcellentVery Good30099.9
August 1998GoodGoodExcellentExcellent30099.9
August 1997GoodVery GoodExcellentExcellent30099.9
June 1996GoodGoodVery GoodVery Good30099.9
July 1995GoodVery GoodExcellentExcellent30099.9
June 1994GoodVery GoodVery GoodExcellent30099.9
July 1993GoodVery GoodExcellentExcellent30099.9
June 1992GoodVery GoodExcellentExcellent30099.9
December 1991GoodVery GoodExcellentExcellent30099.9