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MILLCREEK RD over MILL CREEK

Map

Coordinates:
+39.14893, -84.54682
39°08'56" N, 84°32'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MILLCREEK RD over MILL CREEK
Structure number:3160610
Location:0.3 MI E OF BEEKMAN ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:141.1 ft. [43.0 m]
Total length:311.0 ft. [94.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Skew angle:70°
Owner:City or Municipal Highway Agency [04]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,150 [as of 1991]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:70.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$75,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryFairGood115070.9
May 2017FairSatisfactorySatisfactoryGood115081.9
May 2016FairSatisfactorySatisfactoryGood115081.9
May 2015FairSatisfactorySatisfactoryGood115062.4
July 2014FairSatisfactorySatisfactoryGood115075.8
September 2013FairSatisfactoryGoodGood115063.1
August 2012FairSatisfactoryGoodGood115063.1
October 2011FairSatisfactoryGoodGood115063.4
July 2010FairSatisfactoryGoodGood115062.4
June 2009GoodGoodGoodGood115071.7
April 2008GoodGoodGoodGood115071.7
May 2007GoodGoodGoodGood115071.7
April 2006GoodGoodGoodGood115071.7
February 2005GoodGoodGoodGood115071.7
January 2003GoodGoodGoodGood115071.7
January 2002GoodGoodGoodGood115071.7
April 2000GoodGoodGoodGood115067.7
October 1998GoodGoodGoodGood115067.7
October 1995GoodGoodGoodGood115067.7
October 1993GoodGoodGoodGood115067.7
December 1992GoodGoodGoodGood115067.7
January 1992FairVery GoodFairGood115055.6
March 1991FairVery GoodFairGood200055.4