Using Recycled Asphalt Shingles with Warm Mix Asphalt Technologies (2018) / Chapter Skim
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Pages 148-162
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148 Contractor Mixture Designs and Quality Control Data A P P E N D I X A
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149 Figure A-1. Contractor mix design for Wisconsin.
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150 Sieve Size Percent Passing JMFa Controla Rediset Zycotherm Tolerance 19.0 mm (3/4 in.)
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151 Figure A-2a. Contractor mix design for Alabama.
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152 Figure A-2b. Contractor mix design for Alabama.
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153 Figure A-2c. Contractor mix design for Alabama.
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154 Figure A-2d. Contractor mix design for Alabama.
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155 Sieve Size Percent Passing JMFa Low Air Void WMA (Gencor foam) Low Air Void HMAa Adjusted Air Void WMA (Gencor foam)
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156 Figure A-3. Contractor mix design for Tennessee.
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157 Sieve Size Percent Passing JMFa HMAa WMA (Evotherm 3G) Tolerance 19.0 mm (3/4 in.)
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158 Figure A-4. Contractor mix design for North Carolina PC–RAS.
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159 Figure A-5. Contractor mix design for North Carolina MW–RAS.
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160 Sieve Size Percent Passing MW–RAS JMFa MW–RAS HMAa MW–RAS WMA (Evotherm 3G) Tolerance 19.0 mm (3/4 in.)
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161 INDIANA DEPARTMENT OF TRANSPORTATION MATERIALS AND TESTS DIVISION 2015 HMA DMF/JMF per 401/402 HMA PRODUCER : RIETH-RILEY CONSTRUCTION CO.
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162 Sieve Size Percent Passing JMFa HMAa WMA (Maxam Aquablack Foam) Tolerance 19.0 mm (3/4 in.)
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