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BENSON AVENUE over EAST FORK OF MILL CREEK

Map

Coordinates:
+39.22398, -84.44896
39°13'26" N, 84°26'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BENSON AVENUE over EAST FORK OF MILL CREEK
Structure number:3137600
Location:AT REA-LOC LINE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:75.1 ft. [22.9 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1909
Year reconstructed:1992
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Arch - Thru [12]
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: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,131 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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: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 assessed or calculated scour condition. [5]
Sufficiency rating:74.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$38,417,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairGoodGoodSatisfactory413174.5
August 2017FairGoodGoodSatisfactory413174.5
March 2016FairGoodGoodSatisfactory413174.5
May 2015FairGoodGoodSatisfactory650071.6
March 2013FairGoodGoodSatisfactory650071.6
November 2011FairGoodGoodSatisfactory650047.0
March 2010FairGoodGoodSatisfactory650047.0
July 2009FairVery GoodVery GoodSatisfactory650047.0
February 2008FairVery GoodVery GoodSatisfactory650057.7
August 2007FairVery GoodVery GoodSatisfactory650070.4
September 2006FairVery GoodVery GoodSatisfactory650070.4
July 2005FairVery GoodVery GoodSatisfactory650070.4
September 2004FairGoodGoodSatisfactory650070.4
September 2003GoodVery GoodVery GoodGood650070.4
August 2001GoodVery GoodVery GoodGood650070.4
September 2000GoodVery GoodVery GoodGood650049.7
October 1999GoodVery GoodExcellentGood650049.7
September 1997GoodExcellentExcellentGood650049.7
July 1996GoodExcellentExcellentGood650049.7
June 1995GoodExcellentExcellentGood650046.7
July 1994GoodExcellentExcellentGood650046.7
April 1993GoodVery GoodVery GoodGood650046.7
August 1991PoorFairPoorPoor650028.1