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I <br /> 1 2. Two <br /> ercent portland cement, and <br /> P <br /> 2 <br /> 1 3 3. Seventy-eight percent fine aggregate meeting the requirements of 9-03.1(2)B <br /> 4 Class 2. Fine aggregate may be damp (no free water). <br /> 5 <br /> 6 9-07.AP9 <br /> 7 Section 9-07, Reinforcing Steel <br /> 8 January 4, 2016 <br /> 9 9-07.1(1)A Acceptance of Materials <br /> I10 The first sentence of the first paragraph is revised to read: <br /> 11 <br /> 12 Reinforcing steel rebar manufacturers shall comply with the National Transportation <br /> I 13 Product Evaluation Program (NTPEP) Work Plan for Reinforcing Steel (rebar) <br /> 14 Manufacturers. <br /> 15 <br /> I 16 The first sentence of the second paragraph is revised to read: <br /> 17 <br /> 18 Steel reinforcing bar manufacturers use either English or a Metric size designation while <br /> 19 stamping rebar. <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 1/4116 <br />