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I <br /> 1 system for the asphalt binder shall be designed to ensure proper and continuous <br /> 2 circulation during the operating period. A valve for the purpose of sampling the <br /> 3 asphalt binder shall be placed in either the storage tank or in the supply line to the <br /> 4 mixer. <br /> 5 2. Thermometric Equipment—An armored thermometer, capable of detecting 1 <br /> 6 temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder <br /> 7 feed line at a location near the charging valve at the mixer unit. The thermometer <br /> 8 location shall be convenient and safe for access by Inspectors. The plant shall also <br /> 9 be equipped with an approved dial-scale thermometer, a mercury actuated <br /> 10 thermometer, an electric pyrometer, or another approved thermometric instrument <br /> 11 placed at the discharge chute of the drier to automatically register or indicate the I <br /> 12 temperature of the heated aggregates. This device shall be in full view of the plant <br /> 13 operator. <br /> 14 3. Heating of Asphalt Binder—The temperature of the asphalt binder shall not exceed I <br /> 15 the maximum recommended by the asphalt binder manufacturer nor shall it be below <br /> 16 the minimum temperature required to maintain the asphalt binder in a homogeneous <br /> 17 state. The asphalt binder shall be heated in a manner that will avoid local variations I <br /> 18 in heating. The heating method shall provide a continuous supply of asphalt binder to <br /> 19 the mixer at a uniform average temperature with no individual variations exceeding <br /> 20 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature I <br /> 21 of the asphalt binder shall not exceed the maximum recommended by the <br /> 22 manufacturer of the WMA additive. <br /> 23 4. Sampling and Testing of Mineral Materials—The HMA plant shall be equipped , <br /> 24 with a mechanical sampler for the sampling of the mineral materials. The mechanical <br /> 25 sampler shall meet the requirements of Section 1-05.6 for the crushing and <br /> 26 screening operation. The Contractor shall provide for the setup and operation of the <br /> 27 field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). I <br /> 28 5. Sampling HMA—The HMA plant shall provide for sampling HMA by one of the <br /> 29 following methods: I <br /> 30 a. A mechanical sampling device attached to the HMA plant. <br /> 31 b. Platforms or devices to enable sampling from the hauling vehicle without <br /> 32 entering the hauling vehicle. I <br /> 33 <br /> 34 5-04.3(3)B Hauling Equipment <br /> 35 Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a I <br /> 36 cover of canvas or other suitable material of sufficient size to protect the mixture from <br /> 37 adverse weather. Whenever the weather conditions during the work shift include, or are <br /> 38 forecast to include, precipitation or an air temperature less than 45°F or when time from I <br /> 39 loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the <br /> 40 HMA. <br /> 41 I <br /> 42 The contractor shall provide an environmentally benign means to prevent the HMA mixture <br /> 43 from adhering to the hauling equipment. Excess release agent shall be drained prior to filling <br /> 44 hauling equipment with HMA. Petroleum derivatives or other coating material that 111 <br /> 45 contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, <br /> 46 the conveyer shall be in operation during the process of applying the release agent. <br /> 47 I <br /> I <br /> 48 <br /> 49 <br /> 50 <br /> 2020 PAVEMENT MAINTENANCE OVERLAY PAGE 46 OF 79 SPECIAL PROVISIONS <br /> WORK ORDER 3727 FEBRUARY 20,2020 <br />