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U.S. Standard <br />Sieve Size <br />Percent Passing <br />by Dry Weight <br />11/2-inch <br />100 <br />100 <br />3 /a -inch <br />70 <br />— 100 <br />No. 4 <br />5 <br />— 50 <br />No. 200 <br />0 <br />— 8 <br />U.S. Standard <br />Sieve Size <br />Percent Passing <br />by Dry Weight <br />1 -inch <br />100 <br />% -inch <br />40 — 70 <br />No. 4 <br />5 — 55 <br />No. 200 <br />0 — 10 <br />3 /a -inch <br />100 <br />% -inch <br />40 — 70 <br />No. 4 <br />5 — 50 <br />No. 40 <br />0 — 20 <br />No. 200 <br />0 — 10 <br />U.S. Standard <br />Sieve Size <br />Percent Passing <br />by Dry Weight <br />2 -inch <br />100 <br />No. 200 <br />15 — 50 <br />• <br />• <br />Section 02200 <br />Earthworks <br />S: \Projects \1125E CCV CQA \I - Tech Specs \02200.rt.doc <br />Plasticity Index: <br />5. Low Volume Solution Collection Fill and Bedding Fill - material approved by MANAGER <br />and CERTIFYING ENGINEER conforming to the following SPECIFICATION: <br />Plasticity Index: <br />0 <br />0 <br />ame <br />6. Soil Liner Fill - processed materials as approved by MANAGER and CERTIFYING <br />ENGINEER, conforming to the following SPECIFICATION: <br />Plasticity Index: <br />Hydraulic Conductivity <br />10 minimum <br />lx 10 -6 cm/s maximum <br />7. Drain Cover Fill - material approved by MANAGER and CERTIFYING ENGINEER <br />conforming to the following SPECIFICATIONS: <br />Plasticity Index: <br />Page 3 of 18 <br />0 <br />8. Select Drain Cover Fill — material as approved by MANAGER and CERTIFYING <br />ENGINEER conforming to the following SPECIFICATIONS: <br />September 3, 2008 <br />Revision 1 <br />