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HOPPLE STREET over SPRG GRV&MILL CK(HOPPLE)

Map

Coordinates:
+39.13742, -84.54413
39°08'15" N, 84°32'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOPPLE STREET over SPRG GRV&MILL CK(HOPPLE)
Structure number:3136337
Location:.4MI W OF I75&HOPPLE OPAS
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:78.1 ft. [23.8 m]
Total length:1925.9 ft. [587.0 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:County Highway Agency [02]
Year built:1916
Year reconstructed:1986
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:27
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,189 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:57.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$13,700,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodVery GoodSatisfactory2418957.0
November 2017FairGoodVery GoodSatisfactory2418957.0
November 2016FairGoodVery GoodSatisfactory2418957.0
December 2015FairGoodVery GoodSatisfactory3200055.0
October 2014FairGoodVery GoodSatisfactory3200070.8
December 2013FairGoodVery GoodSatisfactory3200055.0
October 2012FairGoodVery GoodSatisfactory3200055.0
November 2011FairGoodVery GoodSatisfactory3200055.0
August 2010FairGoodVery GoodSatisfactory3200062.5
June 2009FairGoodVery GoodSatisfactory3200062.5
June 2008GoodGoodVery GoodGood3200062.5
August 2007GoodGoodVery GoodGood3200062.5
October 2006GoodGoodVery GoodGood3200062.5
May 2005GoodGoodVery GoodGood3200062.5
January 2003GoodGoodVery GoodGood3200062.5
January 2002GoodGoodVery GoodGood3200062.5
March 2000GoodGoodVery GoodGood3200062.5
December 1998GoodGoodVery GoodGood3200062.5
October 1995GoodGoodVery GoodGood3200062.5
September 1993GoodGoodVery GoodGood3200062.0
September 1992GoodGoodVery GoodGood3200062.0
December 1991GoodVery GoodVery GoodGood3200062.0
December 1990FairVery GoodVery GoodFair3200049.1