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SR 16 over BLACKLICK CREEK

Map

Coordinates:
+39.98287, -82.81280
39°58'58" N, 82°48'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 16 over BLACKLICK CREEK
Structure number:2500396
Location:0.17 MI. S. OF SR 161
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:54.1 ft. [16.5 m]
Total length:113.2 ft. [34.5 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:90.9 ft. [27.7 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:2008
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40,740 [as of 2015]
Truck traffic:7% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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:88.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodVery GoodExcellentExcellent4074088.5
February 2015GoodVery GoodExcellentExcellent5130185.6
March 2014GoodExcellentExcellentExcellent5130185.6
January 2013GoodExcellentExcellentExcellent5130185.6
January 2012GoodExcellentExcellentExcellent5130185.6
January 2010GoodExcellentExcellentExcellent5005585.9
February 2009GoodExcellentExcellentExcellent5005585.9
May 2008FairSatisfactorySatisfactorySatisfactory5005585.9
July 2007FairSatisfactorySatisfactorySatisfactory5005580.0
May 2006FairSatisfactorySatisfactorySatisfactory4678781.0
September 2005FairSatisfactorySatisfactorySatisfactory4678781.0
March 2004FairSatisfactorySatisfactorySatisfactory3400084.8
January 2003FairSatisfactorySatisfactorySatisfactory3400084.8
January 2002FairGoodSatisfactorySatisfactory3387284.9
February 1999FairSatisfactoryGoodVery Good3387284.9
March 1998GoodGoodGoodVery Good3387284.9
February 1997GoodGoodGoodVery Good3387284.9
February 1996GoodVery GoodExcellentVery Good1445088.7
February 1995GoodExcellentExcellentVery Good1445088.4
February 1994GoodExcellentExcellentExcellent1445088.4
January 1993PoorPoorSatisfactorySerious1445036.8
February 1992PoorPoorSatisfactorySerious1246637.1
January 1991PoorPoorSatisfactorySerious1246637.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,6052,35525000
Deck
Reinforced Concrete Decksq. ft.10,30610,20610000
Substructure
Reinforced Concrete Pier Walllinear ft.7575000
Reinforced Concrete Abutmentlinear ft.205205000
Reinforced Concrete Pier Caplinear ft.176176000
Joints
Strip Seal Jointlinear ft.181181000
Bearings
Elastomeric Bearingeach184184000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2272072000