2012-10-22_REPORT - M1977417 - Laserfiche WebLink

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based on the acceptable test fill performance K. Squeegee Material: 1. Squeegee Material shall be placed where required to prevent rock protrusions greater than 2 inches from coming into contact with the GCL. 2. Squeegee Material shall be placed using a method specification approved by the Owner. 3.03 TOLERANCES A. Minimum grades and slopes to provide drainage control shall be maintained. B. Cushion Material shall be placed to a minimum thickness of 2.5 feet. 3.04 FIELD QUALITY CONTROL A. Field inspection and testing will be performed by the Owner. B. In -place density testing will be performed in accordance with ASTM D 1556 or ASTM D 2922 and ASTM D 3017. C. Laboratory compaction testing to determine the soil's maximum dry density will be performed in accordance with ASTM D 698. D. If tests indicate Work does not meet specified requirements, perform remedial action as described below. 1. Compaction below specified minimum: Apply additional effort, or scarify, moisture condition, recompact, and retest. 2. Moisture content outside of specified limits during compaction: a. Moisture content below specified minimum: Scarify the depth of the lift, moisture condition, mix to achieve uniform moisture content, compact, and retest. Application of moisture to the top of a compacted lift will not be allowed to increase the moisture content without the prior approval of the Owner and on a case by case basis. b. Moisture content above specified maximum: Scarify the depth of the lift, allow to air dry, mix to achieve uniform moisture content, compact, and retest or remove the wet material. Mixing of dry material to lower the moisture content will not be allowed without the prior approval of the Owner and on a case by case basis. 3. Moisture content outside of specified limits after compacted and approved prior to covering: Revision A 02223 -4 January 2008 tM817.01000 11AO.pp BTsl.pd03I23-Filing Rev Al Uk;