Laserfiche WebLink
U.S. Standard <br />Sieve Size <br />Percent Passing by <br />Dry Weight <br />1 'A-inch <br />100 <br />3 / -inch <br />70 — 100 <br />No.4 <br />10 -70 <br />No. 200 <br />0 — 40 <br />U.S. Standard <br />Sieve Size <br />Percent Passing by <br />Dry Weight <br />6 -inch <br />100 <br />100 <br />3 -inch <br />80 <br />— 100 <br />3 % -inch <br />70 <br />— 100 <br />No. 200 <br />0 <br />— 40 <br />U.S. Standard <br />Sieve Size <br />Percent Passing by <br />Dry Weight <br />'A-inch <br />100 <br />No. 200 <br />5 — 50 <br />PART 3: EXECUTION <br />Revision A <br />Not Used. <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 />Plasticity Index: 15 Maximum <br />D. Random Fill: <br />Inorganic On -Site or Off-Site Borrow Material conforming to the following <br />specification: <br />Plasticity Index: 15 Maximum <br />.1 l\ I IJAN B- IECHSPECS02205 -SOIL NA[S DOC <br />** *END OF SECTION * ** <br />02205 -2 January 2008 <br />