Opening of Quotes - Central Services Parking Lot Rehab Proj No. 122-064 - NO QUOTES

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5. A minimum of one (1) plate sample, for each type of mix placed shall be taken for each day that fifty (50) tons is placed. 6. If test results for mixture properties and density do not meet allowable tolerances, adjustment pay factors shall be assessed in accordance with Section 401.19. 7. The temperature of the finished mixture at the plant shall be 260°F with a minimum temperature at time of spreading of 240°F. 8. The HMA mixture for wedge and leveling shall be consistent of surface mixtures in accordance to INDOT 402.04. Aggregate requirements of 904.03(d) do not apply when the wedge and leveling mixture is covered by a surface or intermediate mixture. 9. A maximum of 25% RAP is permitted in the surface mix. No RAS shall be used. 10. The binder shall be PG 64-28 in the HMA surface mix. The coarse aggregate in the mix shall only be limestone. The HMA surface mix size shall be 9.5 mm. 11. The application rate for the HMA surface layer shall be 165 LB/SY. 12. Joint adhesive shall be applied to longitudinal joints constructed between two adjacent HMA courses. There will be no direct payment for this work. 13. The Contractor shall properly cover all existing structures (storm water inlets, open grate manhole covers, etc.) prior to applying HMA surface. All existing structures not covered prior to application shall be cleaned at no additional cost to the Owner. 14. Any existing structure (including storm inlets) in the resurfacing area that requires adjustment shall be adjusted to match the finished grade. There will be no direct payment for this work. 15. The Contractor is responsible for identifying all structures and water valves to be adjusted and confirming them, along with the method of adjustment, with the City. There will be no direct payment for this work. 16. The Contractor shall provide weigh tickets to the City representative for payment of HMA used during work. Payment shall be made at the Unit Price as specified in the proposal as follows: HMA Surface, 9.5mm—Type B.......................................... TONS HMA Intermediate, 12.5mm — Type B..............................TONS XXI. SEAL COAT A. Prevailing Specifications: 2022, INDOT Standard Specifications Section 404 B. Additions: 1. The seal coat used shall be type 1 as defined by 2022 INDOT Standard Specifications 404.04. 2. The Contractor shall properly cover all existing structures (storm water inlets, open grate manhole covers, etc.) prior to applying seal coat. All existing structures not covered prior to application shall be cleaned at no additional cost to the Owner. 3. Seal coat shall be constructed according to a quality control plan, QCP, prepared and submitted by the Contractor in accordance with ITM 83; Contractor Quality Control Plan for Seal Coat. The QCP shall be submitted to the City at least 15 days prior to commencing seal coat operations. Version 03/15/2023 Page - 7 Public Works Quote