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Do not begin vibratory compaction until aggregate base is at least 9-inches above <br />excavated surfaces. <br />00730.40 Temperature Limitations <br />(Replace) "00735.40 or 00745.40" with "00735.40, 00744.40, or 00745.40". <br />00745.00 Scope <br />(Add) All paving work shall be in accordance with Section 00745. <br />00745.10 Aggregate <br />(Add) Production crushing and stockpiling of aggregate for use in HMAC will be at the sole <br />discretion of the Contractor in accordance to Section 00165 of these Special Provisions. <br />(a)(1) Separated Sizes -Delete the second sentence from the first paragraph. <br />(a)(2) Scalping -Delete this section. <br />(b)(2) Separated Sizes -Delete this section. <br />(b)(3) Grading -Delete all but the first sentence. <br />(c)(2) Separated Sizes -Delete this section. <br />(c)(3) Grading -Delete all but the first sentence. <br />(c)(4) Combination of Fine Aggregate for Testing -Delete this section. <br />(f) Aggregate Production Quality Control -Delete the second sentence. <br />(g) Pre-Produced Aggregate -Delete and add the following: <br />Aggregate material shall meet the requirements of 00745.10. <br />00745.11(a) Asphalt Cement <br />(Add) Use PG 70-22 asphalt cement. <br />PG 64-22 or PG 64-28 asphalt cement may be substituted for the grade of asphalt <br />cement specified in the Contract for driveways. Use of a substitute asphalt cement for <br />these areas will not require a new JMF. <br />00745.48(c) Placing <br />(Replace) Top lift course thickness as shown in the table shall be 2". <br />(Add) Overall pavement thickness varies in order to level irregular areas and construct the <br />designed grade. All leveling and construction of cross-grade and longitudinal slope <br />shall be done within the base courses such that the top lift is a consistent thickness. <br />Special Provisions -Job #4376 Page 12 <br />