Share:

DEWEY ROAD over ASHTABULA RIVER

Map

Coordinates:
+41.86276, -80.72098
41°51'46" N, 80°43'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DEWEY ROAD over ASHTABULA RIVER
Structure number:0433160
Location:.19 MI. E. OF ROCKWELL RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:54.1 ft. [16.5 m]
Total length:116.1 ft. [35.4 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:13.5 ft. [4.1 m]
Vertical clearance above deck:12.1 ft. [3.7 m]
Owner:County Highway Agency [02]
Year built:1873
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:209 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:25.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodGoodGoodGood20925.5
August 2017GoodGoodGoodGood20925.5
September 2016GoodGoodGoodGood20925.5
April 2015GoodGoodGoodGood20025.5
May 2013GoodVery GoodGoodGood20025.5
June 2012GoodVery GoodGoodGood20018.8
July 2011GoodVery GoodGoodGood20021.2
May 2010GoodVery GoodGoodGood20021.2
May 2009GoodVery GoodVery GoodVery Good20021.5
May 2008GoodVery GoodVery GoodVery Good20021.5
April 2007GoodVery GoodVery GoodVery Good20021.5
May 2006GoodVery GoodVery GoodVery Good20017.9
May 2005GoodVery GoodVery GoodVery Good20014.6
June 2004GoodVery GoodVery GoodVery Good20014.6
June 2003GoodVery GoodVery GoodVery Good20014.6
June 2001GoodVery GoodVery GoodVery Good20014.6
April 1997GoodVery GoodVery GoodVery Good20014.6
May 1996GoodVery GoodVery GoodVery Good20014.6
April 1995GoodVery GoodVery GoodVery Good20014.6
May 1994GoodVery GoodVery GoodVery Good20014.6
May 1993GoodVery GoodVery GoodVery Good20014.6
April 1992PoorSeriousSeriousSerious2000.0
May 1991PoorSeriousSeriousSerious2000.0