SECTION 1028 -- SUPERPAVE ASPHALTIC CONCRETE
SECTION 1028 -- SUPERPAVE ASPHALTIC CONCRETE
SECTION 1028 -- SUPERPAVE ASPHALTIC CONCRETE
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values less than 45 will not be approved if the blended aggregate gradation<br />
passes through the restricted zone.<br />
Table <strong>1028</strong>.06<br />
Gradation Control Points for 0.375 Inch (9.5 mm) Nominal Size<br />
English Sieve<br />
(Metric)<br />
1/2 inch (12.5 mm) 100.0<br />
Control Points<br />
(percent passing)<br />
3/8 inch (9.5 mm) 90.0 100.0<br />
No. 4 (4.75 mm) 90.0<br />
Restricted Zone Boundary<br />
(percent passing)<br />
Minimum Maximum Minimum Maximum<br />
No. 8 (2.36 mm) 32.0 67.0 47.2 47.2<br />
No. 16 (1.18 mm) 31.6 37.6<br />
No. 30 (600 µm) 23.5 27.5<br />
No. 50 (300 µm) 18.7 18.7<br />
*No. 200 (75 µm) 2.0 10.0<br />
* see note following Table <strong>1028</strong>.08<br />
Table <strong>1028</strong>.07<br />
Gradation Control Points for 0.5 Inch (12.5 mm) Nominal Size<br />
English Sieve<br />
(Metric)<br />
3/4 inch (19 mm) 100.0<br />
Control Points<br />
(percent passing)<br />
1/2 inch (12.5 mm) 90.00 100.00<br />
3/8 inch (9.5 mm) 90.00<br />
Restricted Zone Boundary<br />
(percent passing)<br />
Minimum Maximum Minimum Maximum<br />
No. 8 (2.36 mm) 28.0 58.0 39.1 39.1<br />
No. 16 (1.18 mm) 25.6 31.6<br />
No. 30 (600 µm) 19.1 23.1<br />
No. 50 (300 µm) 15.5 15.5<br />
* No. 200 (75 µm) 2.0 10.0<br />
* see note following Table <strong>1028</strong>.08<br />
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