Figure B-2. Determination of optimum moisture for cold-mix design

Figure B-1. Recycled cold-mix design using asphalt emulsion

Figure B-3. Recycled hot-mix asphalt mix design for recycled hot mix; AC-2.5 asphalt cement and 0.5 percent recycling agent

UFC3-250-03hi
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UFC 3-250-03

15 May 2001

Figure B-2

Determination of optimum moisture for cold-mix design

B-6

Western Governors University

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