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<br />into the six-inch thick lift using a harrow or a disc. The discing <br />and blending operations shall continue until a homogeneous mixture <br />is achieved as determined by the Engineer. At that tune, the <br />moisture content of the lift shall be adjusted to meet the <br />' placement requirements and the lift shall be placed and compacted. <br />t The maximum lift thickness shall be six inches. Where hand- <br /> operated tampers are to be used, the lift thickness shall not <br />' exceed <br />ti <br />l four inches <br />i <br />i <br />h before compaction. The maximum allowable <br />f <br />h <br /> par <br />c <br />e s <br />ze <br />n t <br />e our-inc <br />uncompacted lift shall tie one-half <br /> inch. Co mpaction shall be to a minimum average of 95 percent of the <br /> maximum dry density a t a moisture content within ±two percent of <br /> optimum. <br />' <br /> The liner shall consist of two six-inch thick lifts to achieve <br /> the final thickness of 12 inches. The first lift may be prepared <br /> (amended and moisture conditioned) in-place or in a separate borrow <br /> area. The second lift, however, must be prepared in ~i separate <br />' barrow area prior to placement over the first lift. The first lift <br /> shall be protected to prevent drying and cracking prior to <br /> placement of the second lift. The sand and gravel leak detection <br /> material shall be placed over the second lift immediately after <br />' placement of the second lift to minimize the potential `or damage <br /> to the liner from traffic and drying. <br /> <br /> 6.6 Sand and Gravel Blanket and Liner Protection Material <br /> Sand and gravel blankets placed between the synthetic liners <br /> and liner protection material placed over the top liner may be <br /> placed by end dumping and spreading by hand or equipiner~t. In no <br /> case shal l equipment come in direct contact with the liner <br />1 material. No compaction is required for these mate rials. <br /> <br /> <br />N-14 <br />