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I <br /> 1 If the paving machine in use is not providing the required finish, the Engineer may I <br /> 2 suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled <br /> 3 on the pavement shall be thoroughly removed before paving proceeds. <br /> 4 <br /> 5 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle <br /> 6 A Material Transfer Device/Vehicle (MTDN) shall only be used with the Engineer's <br /> I <br /> 7 approval, unless other-wise required by the contract. <br /> 8 <br /> 9 Where an MTDN is required by the contract, the Engineer may approve paving without <br /> I <br /> 10 an MTDN, at the request of the Contractor. The Engineer will determine if an equitable <br /> 11 adjustment in cost or time is due. <br /> 12 <br /> I <br /> 13 When used, the MTDN shall mix the HMA after delivery by the hauling equipment and <br /> 14 prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a <br /> 15 uniform temperature throughout the mixture. If a windrow elevator is used, the length of I <br /> 16 the windrow may be limited in urban areas or through intersections, at the discretion of <br /> 17 the Engineer. I 18 <br /> 19 To be approved for use, an MTV: <br /> 20 <br /> 21 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. <br /> 22 2. Shall not be connected to the hauling vehicle or paver. <br /> 23 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. <br /> I <br /> 24 4. Shall mix the HMA after delivery by the hauling equipment and prior to <br /> 25 placement into the paving machine. I 26 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the <br /> 27 mixture. <br /> 28 <br /> 29 To be approved for use, an MTD: <br /> 30 <br /> 31 1. Shall be positively connected to the paver. <br /> I <br /> 32 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. <br /> 33 3. Shall mix the HMA after delivery by the hauling equipment and prior to <br /> I <br /> 34 placement into the paving machine. <br /> 35 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the <br /> 36 mixture. <br /> 37 <br /> 38 5-04.3(3)E Rollers <br /> 39 Rollers shall be of the steel wheel, vibratory, oscilatory, or pneumatic tire type, in good <br /> I <br /> 40 condition and capable of reversing without backlash. Operation of the roller shall be in <br /> 41 accordance with the manufacturer's recommendations. When ordered by the Engineer <br /> 42 for any roller planned for use on the project, the Contractor shall provide a copy of the <br /> I <br /> 43 manufacturer's recommendation for the use of that roller for compaction of HMA. The <br /> 44 number and weight of rollers shall be sufficient to compact the mixture in compliance <br /> 45 with the requirements of Section 5-04.3(10). The use of equipment that results in <br /> I <br /> N. BROADWAY TRANSIT IMPROVEMENT PROJECT t <br /> STATE FUND#GCB2316;COE WO#3644 78 August 8, 2018 <br />