SR 347 over MILL CREEK


+40.33367, -83.45172
40°20'01" N, 83°27'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 347 over MILL CREEK
Structure number:8002983
Location:0.8 MI E OF SR 739
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:53.2 ft. [16.2 m]
Total length:163.7 ft. [49.9 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:25°
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,884 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodVery GoodExcellentExcellent288497.1
November 2017GoodVery GoodExcellentExcellent288497.1
October 2016GoodVery GoodExcellentExcellent288497.1
November 2015GoodVery GoodExcellentExcellent255097.3
September 2014GoodVery GoodExcellentExcellent255097.3
October 2013GoodExcellentExcellentExcellent255097.3
September 2012GoodExcellentExcellentExcellent297097.0
November 2011GoodExcellentExcellentExcellent297097.0
December 2010GoodExcellentExcellentExcellent297097.0
November 2009GoodExcellentExcellentExcellent297097.0
October 2008GoodExcellentExcellentExcellent271097.2
November 2007GoodExcellentExcellentExcellent271097.2
August 2006GoodExcellentExcellentExcellent271097.2
May 2005GoodExcellentExcellentExcellent271097.2
February 2005GoodExcellentExcellentExcellent309097.0
November 2002GoodVery GoodExcellentExcellent278097.2
October 2000GoodVery GoodExcellentExcellent278097.2
October 1998GoodVery GoodExcellentExcellent226197.5
November 1997GoodVery GoodExcellentExcellent226197.5
August 1996GoodVery GoodExcellentExcellent226197.5
January 1996GoodVery GoodExcellentExcellent194098.7
October 1994GoodVery GoodExcellentExcellent194098.7
July 1993GoodExcellentExcellentExcellent194098.7
August 1992GoodExcellentExcellentExcellent194098.7
December 1991GoodExcellentExcellentExcellent194098.7