Using Polymer Modified Asphalt Emulsions in Surface Treatments A ...
Using Polymer Modified Asphalt Emulsions in Surface Treatments A ...
Using Polymer Modified Asphalt Emulsions in Surface Treatments A ...
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
lock copolymer (15). Typical examples of block copolymer modifiers <strong>in</strong>clude SBS, SIS,<br />
SB, ABS, and RET - with the most commonly used among these be<strong>in</strong>g SBS (a triblock)<br />
ow<strong>in</strong>g to its desirable properties and comparatively low cost (16) (17). The elasticity<br />
and strength benefits imparted by SBS modifiers are attributable to the molecule’s<br />
rubbery polybutadiene (PB) “mid-blocks” capped at either end by polystyrene endblocks<br />
which provide strength and rigidity (16). . Most block copolymer modifiers<br />
behave as thermoplastic elastomers, return<strong>in</strong>g to their orig<strong>in</strong>al shape upon removal of<br />
the load<strong>in</strong>g stress.<br />
Block copolymers are lower <strong>in</strong> molecular weight than typical formulations of SBR latex,<br />
and generally consist of a comparatively narrow distribution of similar monomer cha<strong>in</strong><br />
lengths. Whereas SBR latex cha<strong>in</strong>s are polymerically random <strong>in</strong> form, block<br />
copolymers such as SBS and SB can exhibit a wide variety of regular and well-def<strong>in</strong>ed<br />
molecular morphologies <strong>in</strong>clud<strong>in</strong>g l<strong>in</strong>ear, star-shaped, and radial structures (4).<br />
When triblock copolymers such as SBS and SEBS are raised above the glass transition<br />
temperature of their polystyrene end-blocks, these rigid doma<strong>in</strong>s soften, thereby<br />
weaken<strong>in</strong>g the crossl<strong>in</strong>ked structure of the polymer. At temperatures above 150º C,<br />
block copolymers are pliable <strong>in</strong> molten form <strong>in</strong> contrast to NRL modifiers which beg<strong>in</strong> to<br />
undergo crossl<strong>in</strong>k<strong>in</strong>g at this temperature (3). Work by Wegan (2001) suggests optimal<br />
mix<strong>in</strong>g temperatures of approximately 180º C. for SBS modifiers (16). Because block<br />
copolymers are workable at higher temperatures, the styrene doma<strong>in</strong>s compris<strong>in</strong>g the<br />
typical SBS modifier can readily be segregated under shear force dur<strong>in</strong>g the mill<strong>in</strong>g<br />
process, promot<strong>in</strong>g the dispersion of <strong>in</strong>dividual cha<strong>in</strong>s throughout the asphalt b<strong>in</strong>der.<br />
Consequently, as the mixture is cooled and beg<strong>in</strong>s to break, these styrene doma<strong>in</strong>s<br />
beg<strong>in</strong> to reform, establish<strong>in</strong>g a pervasive polymer network throughout the residual<br />
asphalt matrix (3).<br />
Stroup-Gard<strong>in</strong>er and Newcomb (1995) report that sufficient quantities of SBS polymer<br />
modifiers are required to promote effective crossl<strong>in</strong>k<strong>in</strong>g dur<strong>in</strong>g the cool<strong>in</strong>g phase to<br />
ensure that reactive portions of the styrene doma<strong>in</strong>s are close enough together to<br />
permit bond<strong>in</strong>g. Termed the “critical concentration” or “c*”, Stroup-Gard<strong>in</strong>er and<br />
Newcomb recommend SBS contents of at least 2%, and <strong>in</strong> some cases > 4% by weight<br />
17