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^° Project No. 90161.e <br /> 7 June 1990 <br /> 4. If imported fill material is required, it should be approved <br /> by the Geotechnical Engineer prior to transporting it to the <br /> N•• <br /> project and it is preferable that it meet the fallowing <br /> requirements: <br /> ,...: 1. Pkasticity index not to exceed 12- <br /> 2. ''R"-value of not less than 25. <br /> 3. Should not contain rocks larger than 6 inches in <br /> diameter. <br /> �-� 4. Not more than 15% passing through the No. 200 sieve. <br /> k <br /> rs <br /> 5. All grading should be performed in accordance with the <br /> .,+ recommended Grading specifications, Appendix B. <br /> i <br /> t:A <br /> f <br /> r <br /> i rY <br /> t <br /> "� 9 <br />