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B. Asphalt Cement, 85/100 penetration.........3151 C. Reflectorized Pavement Marking Tape........3353 2361.3 CONSTRUCTION REQUIREMENTS Construction requirements shall be the same as those specified in 2331.3 (Plant Mixed Bituminous Pavement), except as modified or supplemented by the following: B. Restrictions Restrictions shall be made the same as those specified in 2331.38, except as modified by the following: (1) Delete paragraph 4 (2) No bituminous mixture shall be placed after September 1st in that portion of the State north of an east-west line between Browns valley and Holyoke, nor after September 15th south of that line. E. Mixture Proportions E1. Asphalt Cement The percentage of asphalt cement, by weight, in the mixture shall be within plus or minus 0.3 percent of the amount designated by the Engineer. The spot check method, as described in the Departments' Bituminous Manual, shall be used to monitor and control the amount of asphalt incorporated into the mixture during bituminous mix production. E2. Job-Mix Formula Delete 2331.3E2 and in lieu thereof use the following: (1) At least 15 days prior to the start of bituminous mixture production, the Contractor shall submit to the Department's Bituminous Engineer (or his designee) representative aggregate samples of each of the respective materia s that are proposed to be used in the mixture production. The submittal shall consist of 100 pounds of each of the types of aggregate to be incorporated into the proposed blend. The aggregate samples shall be obtained from aggregate production. At the time of the aggregate(s) submittal, the Contractor shall submit stockpile gradations for each of the different types of aggregate intended for use. The Contractor shall also indicate the proposed proportions of the aggregate materials to be incorporated into the mixture. -3-