SECTION 104
Sieve Percent Passing by Weight 1 inch 100 3/4 inch 70 – 100 3/8 inch 42 – 90 No. 4 28 – 78 No. 16 11 – 54 No. 50 5 – 34 No. 100 3 - 22 No. 200 2 – 12 3. The asphalt content shall be 2.5 – 5.0 percent by weight of the RAM. CR301.1-012407. 301-3.01 PLACING. Add the following: ................
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