State Study 111 - Polymer Modified Hot Mix Asphalt Field Trial.pdf
State Study 111 - Polymer Modified Hot Mix Asphalt Field Trial.pdf
State Study 111 - Polymer Modified Hot Mix Asphalt Field Trial.pdf
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Table 5. Actual Job <strong>Mix</strong> Properties for <strong>Modified</strong> and Control <strong>Mix</strong>es<br />
75 Blow Roadway<br />
Pavement Marshall Cores Maximum<br />
Modifier Course Air Voids Air Voids VMA Flow Sp. Grav. % AC Stability (N)<br />
DESIGN Binder 4 14.7 15 2.418 4.8 13 122<br />
Surface 4 15 13 2.378 5.2 12 543<br />
KRATON Binder 3.4 4.3 14 16 2.421 4.68 15 506<br />
Surface 5.6 5.0 15.4 13 2.391 4.94 14 568<br />
STYRELF Binder 3.4 5.0 13.9 16 2.422 4.69 17 730<br />
Surface 5.3 7.6 15.9 18 2.381 5.07 17 601<br />
NOVOPHALT Binder 3.9 5.5 14.6 15 2.42 4.92 12 962<br />
Surface 5 6.1 15.5 11 2.384 5.03 14 946<br />
ROUSE Binder 3.4 5.1 14.2 11 2.418 4.83 12 577<br />
Surface 4.9 6.2 15.1 13 2.39 4.91 14 038<br />
ULTRAPAVE Binder 2.9 4.7 14 18 2.414 5.09 15 013<br />
Surface 3.9 6.5 14.5 18 2.383 5 17 668<br />
SEAL-O-FLEX Binder 3.4 8.0 14.3 20 2.415 4.77 18 109<br />
Surface 4.1 7.2 15.3 17 2.367 5.08 20 795<br />
CRYOPOLYMER Binder 4.3 6.3 15.2 12 2.416 4.98 14 403<br />
Surface 3.2 4.3 15.2 14 2.353 5.59 12 099<br />
MULTIGRADE Binder 3.2 4.9 13.2 13 2.405 4.66 12 953<br />
Surface 5.4 9 15.4 13 2.402 4.94 10 996<br />
CONTROL Binder 3.6 4.1 14.1 13 2.424 4.78 11 000<br />
Surface 4.6 5.5 15.5 11 2.382 5.33 10 124<br />
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