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• <br />U.S. Standard <br />Sieve Size Percent Passing by <br />D Weight <br />1 'h-inch 100 <br />3/4-inch 70 - 100 <br />No. 4 10 - 70 <br />No. 200 0-40 <br />Plasticity Index: 15 Maximum <br />C. Squeegee Material: <br />This material shall be placed as needed above the prepared subgrade surface to <br />provide a surface free of rock protrusions as a protective base for the GCL <br />installation. Squeegee Material shall consist of the roadbase fines, as follows: <br />U.S. Standard <br />Sieve Size Percent Passing by <br />D Weight <br />'/4-inch 100 <br />No. 200 5-50 <br />Plasticity Index: 15 Maximum <br />D. Random Fill: <br />• <br />Inorganic On-Site or Off-Site Borrow Material conforming to the following <br />specification: <br />U.S. Standard <br />Sieve Size Percent Passing by <br />D Weight <br />6-inch 100 <br />3-inch 80 - 100 <br />3/4-inch 70 - 100 <br />No. 200 0-40 <br />Plasticity Index: 15 Maximum <br />PART 3: EXECUTION <br />Not Used. <br />***END OF SECTION*** <br />• <br />Revision A <br />.L\07\81745U14U0\OREPA LMRDFS IIIA.YO9U PH-TECHSPECS\02305-SOILMA .D <br />02205-2 <br />January 2008