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Using Rheology to Solve an Applications Problem for Process Control or Quality Assurance. By:  John Casola , Malvern Instruments & Dr. Randy West , National Center for Asphalt Technology At Auburn University  (NCAT)
Review Some General Processes ,[object Object],[object Object],[object Object],[object Object],[object Object]
Paint Shear Stress (Pa) or  Shear Rate (s-1)  Viscosity (Pa . s Hard to apply / Poor Coverage Splatter /  Poor Coverage Stipple Orange Peel Running Dripping Rheological Index A B C
Epoxy time (s) or Temperature ( o C) Viscosity (Pa . s Modulus  G’   G”  (Pa) Initial Viscosity Minimum Viscosity Gel-Cure Time/Temp Ultimate Modulus
Paper Coating Viscosity (Pa . s Shear Rate (s-1) A B C D Rate at Blade / Nip Film thickness Dry time
Outline of this discussion ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
What is the problem? ,[object Object],0.1 0.2 0.3 0.5 1 10 5 100 110 120 130 140 150 160 170 180 190 200 Temperature,   C Viscosity, Pa  s Compaction Range Mixing Range
Why a new method? ,[object Object],[object Object]
Why a new method? ,[object Object],[object Object],[object Object]
Equi-Viscous Method  (rotational viscosity or Brookfield test) 0.1 0.2 0.3 0.5 1 10 5 100 110 120 130 140 150 160 170 180 190 200 Temperature,   C Viscosity, Pa  s Compaction Range Mixing Range
Modified have significantly different temperature susceptibility Modified  Neat 0.1 0.2 0.3 0.5 1 10 5 100 110 120 130 140 150 160 170 180 190 200 Temperature,   C Viscosity, Pa  s Compaction Range Mixing Range
First step, what are the samples ,[object Object],[object Object],[object Object],[object Object]
Asphalt Binders In the Test Plan Polymer modified grade unmodified grade B -40 C E A -34 I O D -28 M, N G,H,L F -22 J -16 K -10 PG 82 PG 76 PG 70 PG 64 PG 58 PG 52 Temp Range (C)
Asphalts Tested Air Blown All these asphalt binders have the same modulus at the TruGrade Un-Modified     Modified  
2 nd  Step,  What is the correct answer.  ,[object Object],[object Object]
Mix Coating Tests ,[object Object],[object Object],[object Object],Temperature Percent Coating
Mix Workability Test
Mix Compactability ,[object Object],[object Object],Temperature Compaction Resistance Binder A Binder B Binder C known
The Plan; Clear Vision of the Goal ,[object Object],[object Object],[object Object],Common Modulus A at 10rad/sec Common Modulus B   Polymer modified grade unmodified grade B -40 C E A -34 I O D -28 M, N G,H,L F -22 J -16 K -10 82 76 70 64 58 52 Temp Range
3 rd , Identify the Correct Property ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Viscosity at 135 o C Newtonian Behavior is Predominate
Viscosity at 100 o C Some of the Modified begin to show Non-Newtonian Behavior
4 th , Data Comparisons to Establish a Ranking ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Dynamic Shear Rheology  Comparing 2 Binders;  Neat vs. Modified
Actual Rheological Results
Asphalt A  Time Temperature Superposition to 80 o C
Sample A  Identify Freq at Phase of 86 o  at a Temperature of 80 o C
Sample A Freq = 118.45rad/sec  Phase = 86.06 o   Temp = 80 o C
Asphalt B Freq = 1.100   Phase = 86.08  Temp = 80C
Asphalt C Freq = 0.206035   Phase = 85.98  Temp = 80C
Asphalt D Freq=122.563  Phase=85.98  Temp=80C
Asphalt E Freq= 37.85   Phase= 86.17  Temp= 80C
Asphalt F Freq =  74.57   Phase = 86.3  Temp = 80C
Asphalt G Freq = 0.0265   Phase = 85.96  Temp = 80C
Asphalt H Freq = 0.2206   Phase = 86.1  Temp = 80C
Asphalt I Freq = 2.975   Phase = 86.05  Temp = 80C
Asphalt  J Freq=565.2rad/sec  Phase=85.97 o  Temp=80C
Sample K Freq = 800   Phase = 86  Temp = 80C
Asphalt M Freq = 0.0684   Phase = 85.9  Temp = 80C
Comparison of ranking Indicated we had the right approach Un-Modified     Modified  
Created Mix Temperature Chart  Freq at Phase of 86 o  vs. Experimental Temp Results
Identify a model fit
Model the relationship  ,[object Object],[object Object]
Predicted Mix & Compaction Temperatures
The Procedure…AASHTO & ASTM
Thank you for your interest & time   Questions! ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

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