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NCHRP 9-58 Effects of Recycling Agents on Asphalt Mixtures with High RAS and RAP Binder Ratios Binder/Mixture ETGs September 18, 2014 1

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Page 1: NCHRP 9-58 Effects of Recycling Agents on Asphalt Mixtures ... · NCHRP 9-58 Effects of Recycling Agents on Asphalt Mixtures with High RAS and RAP Binder Ratios Binder/Mixture ETGs

NCHRP 9-58 Effects of Recycling Agents on

Asphalt Mixtures with High RAS and RAP Binder Ratios

Binder/Mixture ETGs September 18, 2014

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Outline Project Team & Panel

Motivation & Objective

Work Plan Overview

Field Projects

Draft Laboratory Experiment Design

Preliminary Results

Next Steps

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Page 3: NCHRP 9-58 Effects of Recycling Agents on Asphalt Mixtures ... · NCHRP 9-58 Effects of Recycling Agents on Asphalt Mixtures with High RAS and RAP Binder Ratios Binder/Mixture ETGs

NCHRP 9-58 PI – Amy Epps Martin (TTI)

Co-PI – Fujie Zhou (TTI)

TTI Staff – E. Arambula, A. Chowdhury, E. S. Park, X. Luo, C. Glover, J. Epps, D. Newcomb

Subcontractors

• UNR – Elie Hajj

• UNH – Jo Daniel

Consultant – Gayle King

41 months (5/2/14 – 10/2/17)

$1.5 million

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NCHRP 9-58 Panel Chair – Jim Musselman (FL DOT)

• John Bartoszek (Payne & Dolan, Inc.)

• John D’Angelo (D’Angelo Consulting, LLC)

• Joe DeVol (WA DOT)

• Tejash Gandhi (MeadWestvaco)

• Luke Johanneck (MN DOT)

• Edmund Naras (MA DOT)

• Pedro Romero (Univ of UT)

FHWA – Matt Corrigan

TRB – Fred Hejl

NCHRP – Ed Harrigan

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Motivation

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Increased Utilization of RAP & RAS • Stiff recycled binders can lead to construction & cracking

problems

• Recycling agents (RA) can mitigate by rejuvenating stiff binders

Challenges • Short- and long-term field performance

• RA characterization, classification, & compatibility

• Mix design including specimen fabrication

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Objective

Evaluate effectiveness of RAs in asphalt mixtures with high recycled binder ratios (RBRs) between 0.3 and 0.5

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Work Plan – 3 Phases, 9 Tasks Phase I – Identification of Gaps in Knowledge on Recycling

Agent Use with High Recycled Binder Ratios (RBRs)

• Task 1 - Gather Information

• Literature Search & Review

• Survey State DOTs, Contractors, & Recycling Agent Suppliers

• Form Internal & External Advisory Groups

• Task 2 – Design Lab Experiment

• Task 3 – Document Results and Meet with Panel

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Work Plan – 3 Phases, 9 Tasks Phase II – Investigation of Effectiveness of Recycling Agents in

Restoring Binder Rheology, Development of Blending Protocol, & Associated Mixture Performance

• Task 4 – Conduct Lab Experiment

• Task 5 – Design Field Experiment, Document Results, and Meet with Panel

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Work Plan – 3 Phases, 9 Tasks Phase III – Validation of Recycling Agent Use in Mixtures with

High Recycled Binder Ratios (RBRs)

• Task 6 – Conduct Field Experiment

• Task 7 – Propose Revisions to AASHTO Specifications & Test Methods

• Task 8 – Develop Training Materials & Best Practices and Deliver Workshop

• Task 9 – Document Results and Meet with Panel

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OK

* *

* *

Prospective Field Projects (+TX)

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*

*

* *

*

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* OK

*

*

Texas Location: SH 31, Tyler Construction: Completed June 2014 3 RA sections: Hydrogreen, Evoflex ERA

One virgin section: PG 70-22 One control sect.: RAP/RAS/PG64-22

TX Field Project

11

SH31

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Lab Experiment Design Materials

Virgin Binders • PG 64-22 (TX w/RAP/RAS) • PG 64-28 (NH)

RAP • TX • New England

RAS • MWAS (TX) • TOAS (TX)

Recycling Agents • Paraffinic Oils x 1 • Aromatic Extracts x 1 • Prospective Triglycerides &

Fatty Acids product • Tall Oils x 2 (TX) • ERA (TX) • 2 soft binders (TxDOT 0-6738)

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Lab Experiment Design Tests

RA characterization by ASTM D4552 Binder tests

• Rheological properties: DSR/BBR • PG grade • Glover-Rowe (G-R)

• Aging properties: DSR/FTIR • Aging index-FTIR • Glover-Rowe (G-R)

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Lab Experiment Design Tests

Binder Tests for Field Oxidation Modeling • Aging properties: FTIR

• POV and/or PAV aging • constant-rate activation energy

• Rheological properties: DSR • viscosity hardening susceptibility • Glover-Rowe (G-R)

• Predicted Life in specific climate to determine long-term effects (if any) of RAs

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Lab Experiment Design Tests

Mortar Tests Mixture Tests

• Stiffness: Resilient Modulus (MR) • Blending/short-term aging protocol • Long-term aging protocol

• Cracking: S-VECD w/E*, EBM, Modified TSRST w/E* • Rutting/Moisture Susceptibility: HWTT

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Preliminary Results from TX – Binary Blending

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-10

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70

High

Tem

p. G

rade

(°C)

Hydrogreen (%)

PG64-22/Hydrogreen Blends

0

20

40

60

80

100

120

140

160

180

0 10 20 30 40 50 60 70Hi

gh Te

mp.

Gra

de (°

C)

Hydrogreen(%)

TOAS Binder/Hydrogreen BlendsPG 64-22/Hydrogreen Blends

Hydrogreen (%)

High

Tem

p G

rade

(°C)

High

Tem

p G

rade

(°C)

TOAS Binder/Hydrogreen Blends

Hydrogreen (%)

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Preliminary Results from TX - Multiple Blending PG 64-22+RAP+RAS+RA

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y = -2.1364x + 82.022R² = 0.9762

0102030405060708090

0 2 4 6 8 10 12

Hig

h T

emp

. Gra

de

(°C)

Hydrogreen (%)

y = -1.5714x - 18.147R² = 0.9989

-40-35-30-25-20-15-10

-50

0 2 4 6 8 10 12

Low

Tem

p. G

rade

(°C)

Hydrogreen (%)Hydrogreen (%)

High

Tem

p G

rade

(°C)

Low

Tem

p G

rade

(°C)

Hydrogreen (%)

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Field Experiment Design Field Project Requirements

Virgin Mixture with NO RAP or RAS Control Mixture with High RBR (0.3-0.5)

Mixture with High RBR (0.3-0.5) & Recycling Agent

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Next Steps Form External Advisory Group

• Field Projects – ID & Assist with Planning/Placement

• Review Experiment Designs, Results, & Documents with NCHRP Approval

• Meet at Binder/Mixture ETG Meetings

Draft 1st Interim Report with Laboratory Experiment Design & Preliminary Results (TX Field Project)

• Binder Blending

• Mixture Blending/Short-Term Aging Protocol

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