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SR 16 over BLACKLICK CREEK

Map

Coordinates:
+39.98278, -82.81306
39°58'58" N, 82°48'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:88.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201788.5GoodVery GoodExcellentExcellent-40740
February 201585.6GoodVery GoodExcellentExcellent-51301
March 201485.6GoodExcellentExcellentExcellent-51301
January 201385.6GoodExcellentExcellentExcellent-51301
January 201285.6GoodExcellentExcellentExcellent-51301
January 201085.9GoodExcellentExcellentExcellent-50055
February 200985.9GoodExcellentExcellentExcellent-50055
May 200885.9FairSatisfactorySatisfactorySatisfactory-50055
July 200780.0FairSatisfactorySatisfactorySatisfactory-50055
May 200681.0FairSatisfactorySatisfactorySatisfactory-46787
September 200581.0FairSatisfactorySatisfactorySatisfactory-46787
March 200484.8FairSatisfactorySatisfactorySatisfactory-34000
January 200384.8FairSatisfactorySatisfactorySatisfactory-34000
January 200284.9FairGoodSatisfactorySatisfactory-33872
February 199984.9FairSatisfactoryGoodVery Good-33872
March 199884.9GoodGoodGoodVery Good-33872
February 199784.9GoodGoodGoodVery Good-33872
February 199688.7GoodVery GoodExcellentVery Good-14450
February 199588.4GoodExcellentExcellentVery Good-14450
February 199488.4GoodExcellentExcellentExcellent-14450
January 199336.8PoorPoorSatisfactorySerious-14450
February 199237.1PoorPoorSatisfactorySeriousSD12466
January 199137.1PoorPoorSatisfactorySeriousSD12466