ASPHALT PAVEMENTS - SUPERPAVE Sample Clauses

ASPHALT PAVEMENTS - SUPERPAVE. (6-19-12) (Rev. 8-16-16) 605, 609, 610, 650 SP6 R01 Revise the 2012 Standard Specifications as follows: Apply tack coat uniformly across the existing surface at target application rates shown in Table 605-1. TABLE 605-1 APPLICATION RATES FOR TACK COAT Existing Surface Target Rate (gal/sy) Emulsified Asphalt New Asphalt 0.04 ± 0.01 Oxidized or Milled Asphalt 0.06 ± 0.01 Concrete 0.08 ± 0.01 Apply tack coat at a temperature within the ranges shown in Table 605-2. Tack coat shall not be overheated during storage, transport or at application. TABLE 605-2 APPLICATION TEMPERATURE FOR TACK COAT Asphalt Material Temperature Range Asphalt Binder, Grade PG 64-22 350 - 400°F Emulsified Asphalt, Grade RS-1H 130 - 160°F Emulsified Asphalt, Grade CRS-1 130 - 160°F Emulsified Asphalt, Grade CRS-1H 130 - 160°F Emulsified Asphalt, Grade HFMS-1 130 - 160°F Emulsified Asphalt, Grade CRS-2 130 - 160°F Page 6-6, Subarticle 607-5(A), Milled Asphalt Pavement, line 25, add the following to the end of the paragraph: Areas to be paid under these items include mainline, turn lanes, shoulders, and other areas milled in conjunction with the mainline and any additional equipment necessary to remove pavement in the area of manholes, water valves, curb, gutter and other obstructions. Page 6-6, Subarticle 607-5(C), Incidental Milling, lines 42-48, replace the paragraph with the following: Incidental Milling to be paid will be the actual number of square yards of surface milled where the Contractor is required to mill butt joints, irregular areas and intersections milled as a separate operation from mainline milling and re-mill areas that are not due to the Contractor’s negligence whose length is less than 100 feet. Measurement will be made as provided in Subarticle 607-5(A) for each cut the Contractor is directed to perform. Where the Contractor elects to make multiple cuts to achieve the final depth, no additional measurement will be made. Compensation will be made at the contract unit price per square yard for Incidental Milling. FORMULA ADJUSTMENTS, lines 35-37, delete the second sentence of the second paragraph. Page 6-18, Article 610-1 DESCRIPTION, lines 40-41, delete the last sentence of the last paragraph. Page 6-19, Subarticle 610-3(A), Mix Design-General, line 5, add the following as the first paragraph: Warm mix asphalt (WMA) is allowed for use at the Contractor’s option in accordance with the NCDOT Approved Products List for WMA Technologies available at: xxxxx://xxxxxxx.xxxxx....
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