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I <br /> 1 minimum 1.00 compaction pay factor shall be used until a gauge correlatio� <br /> 2 factor is known, and until the mix is considered compactible. When constructicn <br /> � 3 of the test section(s) has demonstrated that the mix is not compactible, paving <br /> 4 must stop. To resume paving, all factors contributing to compaction shall '�e <br /> I 5 analyzed and Engineer approv�d changes made, which may requiro a new mix <br /> 6 design. When paving is resumed the Contractor must again, as previously <br /> 7 defined, demonstrate that the mix is compactibie. If the Contractor dces nat <br /> I 8 construct test section(s) the rnix is considered compactibte and all mix placed <br /> 9 will be evaluated according to Section 5-04.3(10)B. <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> i <br /> I <br /> I <br /> � <br /> I <br /> I <br /> ENGLISH AMENDMENTS DIVISION 5 04.AP5 <br /> FEBRUARY 17, 1998 P°9e 2 <br /> I <br />