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S.R.164 over ROWLEY RUN

Map

Coordinates:
+40.72311, -80.79055
40°43'23" N, 80°47'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.R.164 over ROWLEY RUN
Structure number:1503987
Location:4.01 MI S OF US30 & SR45
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:69.6 ft. [21.2 m]
Total length:76.4 ft. [23.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span 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: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,776 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodVery GoodVery Good277697.3
April 2017GoodGoodVery GoodVery Good277697.3
February 2016GoodGoodVery GoodVery Good273097.3
March 2015GoodGoodVery GoodVery Good273097.3
October 2013FairSatisfactoryVery GoodVery Good273097.3
September 2012FairSatisfactoryVery GoodVery Good273097.3
July 2011FairSatisfactoryVery GoodVery Good273097.3
August 2010FairSatisfactoryVery GoodVery Good273097.3
September 2009FairSatisfactoryVery GoodVery Good290097.3
August 2008FairSatisfactoryVery GoodVery Good290097.3
August 2007FairSatisfactoryVery GoodVery Good290097.3
July 2006GoodGoodVery GoodVery Good346097.2
August 2005GoodGoodVery GoodVery Good346097.2
September 2004GoodGoodVery GoodVery Good333097.2
September 2003GoodGoodExcellentVery Good333097.2
August 2002GoodGoodExcellentVery Good333097.2
August 2000GoodVery GoodExcellentVery Good333097.2
September 1999GoodVery GoodExcellentVery Good333097.2
September 1998GoodVery GoodExcellentVery Good333097.2
October 1997GoodVery GoodExcellentVery Good376097.1
August 1996GoodExcellentExcellentExcellent376097.1