THE CHEMISTRY THAT PAVES THE WAY FOR
BETTER PERFORMANCE
OVER 20 YEARS OF
of asphalt. To meet these challenges, Dow offers the paving industry a better
Low Temperature Performance Test
• Short mixing time for on-demand production • Can be compacted and mixed in lower temperatures than Styrene Butadiene Styrene (SBS)-modified binders • Can be easily blended into the hot binder – no high sheer mill required • As a stable product, it can be stored for several months – eliminating any potential polymer waste • Requires lower storage temperature and energy usage than SBS-modified binders
Meets or Exceeds Specifications
• Provides exceptional rutting resistance and hot/cold temperature performance • Offers great fatigue cracking protection • Has inherent stripping resistance • Meets the requirements of fuel resistance to binder mixes • Allows to cost-effectively meet empirical and performance specifications
Better Value
• Lower system cost • Requires lower capital investment than competitive alternatives • Not susceptible to pricing swings from butadiene availability like SBSmodified binders
performing and more efficient binder modifier – DuPont™ ELVALOY RET. ®
REACTIVITY
Permanent chemical bond with the binder
DURABILITY
Maximum life span against rutting, fatigue & high traffic
EXTREME CLIMATES
High resistance to different temperatures
ROBUST
Innovation for a versatile & universally applicable binder
Multiple Stress Creep Recovery Test
Thermal cracks in pavement occur when temperature related forces of expansion and contraction exceed a binder’s ability to stretch or compress enough to conform to these movements. Roads modified with DuPont™ ELVALOY® RET have high resistance to changes in temperatures. The binder modified with DuPont™ ELVALOY® RET displayed the best performance in extreme temperatures among several modifiers.
The Multiple Stress Creep Recovery Test (MSCR) predicts the pavement’s performance to rutting at different temperatures and stress levels. Binder modified with DuPont™ ELVALOY® RET displayed the greatest resistance to rut formation in even extreme temperatures.
Figure 1: Low Temperature Performance of Binder Modified with Different Modifiers BBR Tcr (RTFO/PAV)
Figure 2: Multiple Stress Creep Recovery Test Stress vs. Temperature at 3.2kPa
PERFORMANCE EFFICIENCY
Designed for longevity & value
®
Repeated heavy loads cause pavements to permanently deform over time, forming unsafe ruts in the road. The Hamburg Rutting Test stimulates the dynamic of heavy and repeating traffic loads to determine the pavement’s performance after a specified number of es. In the Hamburg Wheeltracking Device (WTD) Test, the binder modified with DuPont™ ELVALOY® RET displayed the greatest resistance to rutting.
90
15 20
1.5 2.0
X-SBS
SBS
EVA
PG64-28 PG70-22
3.0 55
10 15 20 25
0
2
4
6
8
10
12
14
16
18
20
Rutting Cycle (1,000s) ELVALOY® PG70
X-SBS PG70
SBS PG70
PG64
60 50 40 30 20
2.5
ELVALOY®
5
70
1.0 10
0
80
0.5
5
Figure 4: Hamburg Rutting Test Hamburg WTD – (under water 58°C) diabase mix, 7% void
Figure 5: Hamburg Rutting Test Visual Results Conventional Binder vs. Binder Modified with DuPont™ ELVALOY® RET
Figure 3: Multiple Stress Creep Recovery Test* Recovery vs. Stress at 3.2kPa
0.0
0
25
Hamburg Rutting Test
Rut Depth (mm)
development and application
Efficient Processing
™
Recovery (%)
requirements with the
DuPont ELVALOY RET Performs Better Than Other Binder Modifiers
Jnr (kPa-1)
durability, and delivery
Since 1991, innovators have been using DuPont™ ELVALOY® RET (Reactive Elastomeric Terpolymer) for roads around the world. These binder modifiers are specially designed for longevity, versatility and added value all while minimizing safety hazards from road deterioration.
Temperature (°C)
There are inherent climate,
PROVEN PERFORMANCE
10 60
65
70
75
80
Temperature (°C) ELVALOY® 70-28
SBS 70-28
PG70-22
0 4.0
Standard 3.5
3.0
Heavy 2.5
2.0
1.5
VH 1.0
E 0.5
0
Jnr (kPa-1) PG58-28
ELVALOY® 76-28 (70V, 76H, 82S) ELVALOY® 70-28 (64V, 70H, 76S) SBS 76-22 (70V, 76H, 82S)
SBS 70-28 (64V, 70S) SBR 70-22 (58V, 64H, 70S)
*VH: Very Heavy E: Extreme Source: Fig. 1: Federal Highway istration – FHWA-RD-02/074 10/2010. Fig. 2: MSCR Test & Method Specification – Federal Highway istration - John D’Angelo – 200. Fig. 3: MSCR Test & Method Specification – Federal Highway istration - John D’Angelo – 2008. Fig. 4: Understanding the Performance of Modified Asphalt Binders in Mixtures; Evaluation of Moisture Sensitivity (NCHRP) Project 90-07.
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This document is intended for global use. Published July, 2018. © 2018 The Dow Chemical Company
NOTE: Any photographs of end-use applications in this document represent potential enduse applications but do not necessarily represent current commercial applications, nor do they represent an endorsement by Dow of the actual products. Further, these photographs are for illustration purposes only and do not reflect either an endorsement or sponsorship of any other manufacturer for a specific potential end-use product or application, or for Dow, or specific products manufactured by Dow.
™Trademark of The Dow Chemical Company (“Dow”) or an d company of Dow, unless otherwise specified. DuPont and ELVALOY are trademarks of E. I. du Pont de Nemours and Company or its s.
®
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