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5.34 The mix design for an asphalt concrete mixture requires 2 to 6% minus No.200. The three aggregates shown in Table P.5.34 are available.

Considering that approximately equal amounts of coarse and intermediate aggregate will be used in the mix, what is the percentage of fine aggregate that will give a resulting minus No. 200 in the mixture in the middle of the range,about 4%?

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