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~^ <br />._ <br />i <br />i <br />L <br />2. Atterberg Limits shall comply with the following criteria: <br />Liquid Limit: 30% or greater <br />Plasticity Index: 15% or greater <br />These tests are to be performed in accordance with AASHTO T89 and <br />T90. <br />3. Permeability on Remolded Sample: 4 x 10 8 (CM/Sec) Maximum <br />B. Type 2 Material <br />The Contractor shall use on-site materiels which are in reasonable <br />conformance with the following gradations and properties. Imported <br />material used to augment Type 2 material supplies will not be approved <br />unless it conforms to the following criteria: <br />1. Gradation shall conform to the following: <br />Size (mm) Sieve % Passing <br />2.38 #8 95- 100% <br />1.19 #16 80- 100% <br />0.590 #30 70- 90% <br />0.297 #50 60- 80% <br />0.149 #100 45- 65% <br />0.074 #200 35- 50% <br />0.03? 15- 35% <br />0.019 8 - 20% <br />0.009 0 - 5% <br />This test is to be performed in accordance with AASHTO T27. <br />2. Atterberg limits shall comply with the following criteria: <br />Liquid Limit: 20to 30% <br />Plasticity Index: 6 to 15% <br />These tests are to be performed in accordance with AASHTO T89 and <br />T90. <br />3. Permeability on Remolded Sample: 6 x 10 7 (CM/Sec) Maximum <br />C. Type 3 Material <br />The Contractor may be able to use on-site materials from the area near the <br />river to obtain this material. He should be cognizant of the fact that most <br />on-site material used for Type 3 material shall conform to the following <br />criteria: <br />1. Gradation shall conform to the following: <br />02200-3 <br />• <br />• <br /> <br />