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ml� <br />0 <br />of the problem is evaluated and corrected by the supplier as necessary to the satisfaction <br />of the State Materials Engineer. <br />916 -3 Cut -Back Asphalts. <br />916 -3.1 Requirements: Rapid- curing, cut -back asphalt shall conform with the <br />requirements of AASHTO M 81, except that the penetration range shall be from 60 -120 <br />instead of 80 -120. <br />For Grade RC -3000, in addition to the requirements shown in Table 1 of <br />AASHTO M 81 the following values shall be added to the requirements for Distillation Test: <br />Distillate, Percentage by Volume of <br />Total Distillate to 680 °F [360 °C] <br />Grade RC -3000 <br />Maximum <br />0 320 °F [160 °C] <br />0 <br />0 374 °F [190 °C] <br />10 <br />Ito 437 °F [225 °C] <br />140 <br />All other requirements for the distillation test (and <br />included in the table) shall be as shown in Table 1 of AASHTO M 81. <br />Medium- curing, cut -back asphalt shall conform with <br />AASTHO M 82. <br />for other properties <br />the requirements of <br />916 -3.2 Sampling, Certification, and Verification: Sampling of cut -back asphalts <br />shall be done in accordance with AASHTO T -40. For each tank of cut -back asphalt <br />delivered to or prepared at the asphalt terminal, the asphalt supplier shall submit a sample <br />to the State Materials Office for testing before use. A pretest number will then be assigned <br />by the State Materials Office which shall be furnished with all cut -back asphalt delivered to <br />the project. The pretest number shall be valid for six months from the date of issue. <br />The Department may sample and test pre- tested cut -back asphalt from the <br />suppliers storage tank, the Contractors transport tank and /or distributor to verify and <br />determine compliance with this and other specification requirements. Where these tests <br />identify material outside specification requirements, the State Materials Engineer may <br />require the supplier to cease shipment of that pretested cut -back asphalt product. Further <br />shipment of that pretested cut -back asphalt product to Department projects may remain <br />suspended until the cause of the problem is evaluated and corrected by the supplier as <br />necessary to the satisfaction of the State Materials Engineer. <br />916 -4 Emulsified Asphalts. <br />916 -4.1 Requirements: Anionic Emulsified Asphalt shall meet the requirements of <br />AASHTO M 140 with the exception that the cement mix test will be waived when the <br />asphalt is used in non -mix application, such as tack coats and primes. Cationic Emulsified <br />Asphalt shall meet the requirements of AASHTO M 208. Additional emulsions permitted by <br />specifications shall meet the following requirements: <br />HIGH FLOAT EMULSIONS <br />Test <br />Conditions <br />Asphalt Emulsion <br />Grade AE -60 <br />Minimum /Maximum <br />Tests on Emulsion: <br />March 2007 01000 -168 <br />03- 4122.D <br />