Share:

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 2015 

Status:Open, no restriction [A]
Average daily traffic:51,301 [as of 2010]
Truck traffic:6% 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:Superior to present desirable criteria [9]
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:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Sufficiency rating:85.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201585.6Not deficientVery GoodExcellentExcellent51301
March 201485.6Not deficientExcellentExcellentExcellent51301
January 201385.6Not deficientExcellentExcellentExcellent51301
January 201285.6Not deficientExcellentExcellentExcellent51301
January 201085.9Not deficientExcellentExcellentExcellent50055
February 200985.9Not deficientExcellentExcellentExcellent50055
May 200885.9Not deficientSatisfactorySatisfactorySatisfactory50055
July 200780.0Not deficientSatisfactorySatisfactorySatisfactory50055
May 200681.0Not deficientSatisfactorySatisfactorySatisfactory46787
September 200581.0Not deficientSatisfactorySatisfactorySatisfactory46787
March 200484.8Not deficientSatisfactorySatisfactorySatisfactory34000
January 200384.8Not deficientSatisfactorySatisfactorySatisfactory34000
January 200284.9Not deficientGoodSatisfactorySatisfactory33872
February 199984.9Not deficientSatisfactoryGoodVery Good33872
March 199884.9Not deficientGoodGoodVery Good33872
February 199784.9Not deficientGoodGoodVery Good33872
February 199688.7Not deficientVery GoodExcellentVery Good14450
February 199588.4Not deficientExcellentExcellentVery Good14450
February 199488.4Not deficientExcellentExcellentExcellent14450
January 199336.8Not deficientPoorSatisfactorySerious14450
February 199237.1Structurally deficientPoorSatisfactorySerious12466
January 199137.1Structurally deficientPoorSatisfactorySerious12466