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ASPHALT TACK COAT <br />Tack Coat should be applied in accordance with Section 605 of the NCDOT Standard <br />Specifications. No separate payment will be made for this material as it is considered incidental <br />and should be included in the unit price for "S9.5 B." <br />ASPHALT CEMENT AND NON-STRIP ADDITIVE <br />The asphalt cement and any non-strip additive will be included in the price bid for asphalt mix. <br />BITUMINOUS PAVER <br />The Contractor’s attention is directed to Article 610-8 of the NCDOT Standard Specifications <br />dealing with automatically controlled screeds on the bituminous pavement spreaders. <br />Pavers shall be equipped with a screed control system which will automatically control the <br />longitudinal profile and cross slope of the pavement. <br />PAVING <br />The production, delivery, placement, and compaction of all bituminous material shall be in <br />accordance with the NCDOT’s 2018 Standard Specifications Asphalt Concrete Plant Mix <br />Pavements – Section 610. A currently approved North Carolina Department of Transportation job <br />mix formula shall be used for all bituminous construction. <br />The air temperature 48 continuous hours prior to paving must be above 32 degrees Fahrenheit. Air <br />temperature at the time of paving shall be in accordance with Article 610-4 of the NCDOT’s 2018 <br />Standard Specifications. Minimum air temperature for resurfacing shall be 40 degrees and rising <br />and the minimum surface temperature shall be 50 degrees. <br />The Contractor shall compact the bituminous material on this project in accordance with Article <br />610-9 of the 2018 NCDOT Standard Specifications. <br />When asphalt is placed on sub grade or stone, pavement shall not be placed until the base <br />has been approved by the Engineer or his representative. The contractor will be required to <br />provide a Dump Truck sufficiently loaded to perform proof rolling on Sub grade and on <br />Aggregate Base Course. The Contractor shall use a stringline or other approved method to <br />establish a uniform consistent line to locate the edge of pavement. It shall be the Contractor's <br />responsibility to place such line, but it shall meet the approval of the Engineer or his representative. <br />Payment shall be made for this item under the unit price for “S9.5 B” is full compensation for all <br />labor equipment and materials (including Asphalt Binder for Plant Mix) required to furnish, place <br />compact and finish the proposed asphalt pavement. <br />PAYMENT AND MEASEURMENT <br />Pay Item Pay Unit <br /> S9.5B Ton <br />104 <br />DocuSign Envelope ID: 797C32F6-C1CE-44EB-BF17-813A5939396C