Abstract

Crumb rubber surface activation and pretreatment are considered one of the promising newly introduced methods for asphalt rubber production. Reacted and activated rubber (RAR) is an elastomeric asphalt extender produced by the hot blending and activation of crumb rubber with asphalt and activated mineral binder stabilizer. Besides RAR’s ability to enhance the performance of asphaltic mixtures, its dry granulate industrial form enables its addition directly into the mixture utilizing the pugmill or dryer drum with very minimal to no modification required on the plant level. This study aims to develop an artificial neural network (ANN) viscosity prediction model for extracting a standalone viscosity prediction equation. Three different performance graded (PG) asphalt binders modified by 10 dosages of RAR were tested and evaluated under this study. Sixty-six samples that generated more than 3,000 viscosity data points were utilized in ANN modeling. The developed ANN model as well as the extracted standalone viscosity prediction equation had a high value of the coefficient of determination and were statistically valid. Both have the ability to predict the RAR-modified binder viscosity as a function of binder grade, temperature, testing shearing rates, and RAR content.

References

1.
Pavement Interactive
,”
Pavement Interactive
, https://perma.cc/KE7V-6SYG
2.
Bari
J.
,
Witczak
M. W.
,
You
Z.
,
Solaimanian
M.
,
Huang
B.
,
Mohseni
A.
,
Dukatz
E.
,
Chehab
G.
,
Williams
C.
, and
Christiansen
D.
, “
Development of a New Revised Version of the Witczak E* Predictive Model for Hot Mix Asphalt Mixtures
,”
Journal of the Association of Asphalt Paving Technologists
75
(
2006
):
381
424
.
3.
Bari
J.
and
Witczak
M. W.
, “
New Predictive Models for Viscosity and Complex Shear Modulus of Asphalt Binders: For Use with Mechanistic-Empirical Pavement Design Guide
,”
Transportation Research Record
2001
, no. 
1
(January
2007
):
9
19
, https://doi.org/10.3141/2001-02
4.
Dongré
R.
,
Myers
L.
,
D’Angelo
J.
,
Paugh
C.
,
Gudimettla
J.
,
Christensen
D.
,
Heitzman
M.
,
Page
G.
,
Dukatz
E.
, and
King
G.
, “
Field Evaluation of Witczak and Hirsch Models for Predicting Dynamic Modulus of Hot-Mix Asphalt
,”
Journal of the Association of Asphalt Paving Technologists
74
(
2005
):
381
442
.
5.
Asphalt Institute
Superpave Mix Design, Superpave Series No. SP-2
(Lexington, KY:
Asphalt Institute
,
2001
).
6.
Asphalt Institute
Performance Graded Asphalt Binder Specification and Testing, Superpave Series No. SP-1
(Lexington, KY:
Asphalt Institute
,
2003
).
7.
Kocevski
S.
,
Yagneswaran
S.
,
Xiao
F.
,
Punith
V. S.
,
Smith
D. W.
 Jr.
, and
Amirkhanian
S.
, “
Surface Modified Ground Rubber Tire by Grafting Acrylic Acid for Paving Applications
,”
Construction and Building Materials
34
(September
2012
):
83
90
, https://doi.org/10.1016/j.conbuildmat.2012.02.040
8.
Campillo
J. R. M.
, “
Properties of Activated Crumb Rubber Modified Binders
” (master’s thesis,
Arizona State University
,
2014
).
9.
Sousa
J.
,
Vorobiev
A.
,
Rowe
G. M.
, and
Ishai
I.
, “
Reacted and Activated Rubber: Elastomeric Asphalt Extender
,”
Transportation Research Record
2371
(
2013
):
32
40
, https://doi.org/10.3141/2371-04
10.
Sousa
J. B.
,
Mafra
M.
,
Vorobiev
E. A.
, and
Svechinsky
E. G.
, “
Elastomeric Asphalt Extender—A New Frontier on Asphalt Rubber Mixes
” (paper presentation,
Fifth International Asphalt Rubber Conference
Munich, Germany
, October
23
26
,
2012
).
11.
Nelson
M. M.
and
Illingworth
W. T.
,
Practical Guide to Neural Nets
(
Boston, MA
:
Addison Wesley Publishing Company
,
1994
).
12.
Xiao
F.
, “
Development of Fatigue Predictive Models of Rubberized Asphalt Concrete (RAC) Containing Reclaimed Asphalt Pavement (RAP) Mixtures
” (PhD diss.,
Clemson University
,
2006
).
13.
Chan
V.
and
Chan
C. W.
, “
Development and Application of an Algorithm for Extracting Multiple Linear Regression Equations from Artificial Neural Networks for Nonlinear Regression Problems
,” in
International Conference on Cognitive Informatics and Cognitive Computing
(
Piscataway, NJ
:
Institute of Electrical and Electronics Engineers
,
2017
),
479
488
.
14.
Augasta
M. G.
and
Kathirvalavakumar
T.
, “
Rule Extraction from Neural Networks—A Comparative Study
,” in
International Conference on Pattern Recognition, Informatics and Medical Engineering
(
Piscataway, NJ
:
Institute of Electrical and Electronics Engineers
,
2012
),
404
408
.
15.
Isied
M.
, “
Laboratory Evaluation and Neural Network Modeling for Rotational Viscosity of Reacted and Activated Rubber Modified Binders
” (master’s thesis,
The University of Texas at Tyler
,
2019
).
16.
Standard Test Method for Viscosity Determination of Asphalt at Elevated Temperatures Using a Rotational Viscometer
, ASTM D4402-06 (
West Conshohocken, PA
:
ASTM International
, approved December 1,
2006
), https://doi.org/10.1520/D4402-06
17.
Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
, AASHTO T 316-13 (Washington, DC:
American Association of State Highway and Transportation Officials
,
2019
).
18.
Brookfield Engineering Laboratories
BROOKFIELD DV2T Viscometer Operating Instructions
(Middleboro, MA:
Brookfield Engineering Laboratories
,
2014
).
19.
Kim
Y. R.
,
Underwood
B.
,
Far
M. S.
,
Jackson
N.
, and
Puccinelli
J.
,
LTPP Computed Parameter: Dynamic Modulus, FHWA-HRT-10-035
(
Washington, DC
:
United States Department of Transportation
,
2011
).
20.
Isied
M. M.
and
Souliman
M. I.
, “
Integrated Predictive Artificial Neural Network Fatigue Endurance Limit Model for Asphalt Concrete Pavements
,”
Canadian Journal of Civil Engineering
46
, no. 
2
(July
2019
):
114
123
, https://doi.org/10.1139/cjce-2018-0051
21.
Setiono
R.
and
Thong
J. Y. L.
, “
An Approach to Generate Rules from Neural Networks for Regression Problems
,”
European Journal of Operational Research
155
, no. 
1
(May
2004
):
239
250
, https://doi.org/10.1016/S0377-2217(02)00792-0
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