Reso 2008-1221 - Laserfiche WebLink

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procedure and may be less than or greater than the amount indicated on the bid form. This amount shall be included in the Grand Total. 28. Type S-I Asphaltic Concrete (For this section refer to FDOT Standard Specifications for Road and Brid2e Construction 2000 (Issue) Section 334-3 - GENERAL COMPOSITION OF MIXTURE: The following is added to this article: Where hand placing and finishing of Type S-I Asphalt Concrete is permitted for small and irregular areas, such as tumouts, crossovers, driveways, etc., the portion of the Grade No. 16 coarse aggregate retained on a No.4 sieve may be omitted from the mixture and the percent by weight of the coarse aggregate passing the No.4 sieve and retained on the No.1 0 sieve shall be within the range specified for the total coarse aggregate in the mix. Page 271, Section 331-4.3.1 - Mix Design: Delete this sub-article and replace with the following: No work shall be started on this portion of the Contract until the Contractor has conferred with the Engineer and, if deemed necessary, has submitted samples of all materials to be used to a laboratory approved by the Engineer for either: 1. Preparation and establishment of a mix design, or 2. The verification of conformity to specifications of a job mix formula submitted by the Contractor, ifthe plant has previously operated in conformity with the same material specifications as used in this Contract. Page 279, Section 331-7 - Basis for Payment: Delete this sub-article and substitute the following: When the quantities of Type S-I Asphalt Concrete are to be paid for by the ton, as called for in the proposal, the pay quantities shall include only the weight of the asphalt in place, completed and accepted. In determining the tonnage to be paid for, the weights of the mixture shall be determined from batch weights, truck scale weights, or other methods approved by the Engineer. Payment for all bituminous material, including tack coat, shall be included in the payment for asphalt Concrete. Such payment shall be based on the contract unit price bid as indicated in the Bid Form of the Proposal The Contract Unit Price Bid, as indicated in the Bid Form ofthe Proposal, shall be full compensation for all Work specified under this Section (including the applicable requirements of Sections 320 and 330). Note: The Contractor shall apply the asphalt concrete over all existing sanitary sewer manhole covers, valve boxes, etc., which have not been properly adjusted, so as to provide a smooth level surface. It will be the Contractor's responsibility to mark the locations of openings that are covered with new asphalt during the paving. These locations will be painted with an X, and the final adjustment, where necessary, of all existing utility openings will be made by the Contractor, after the resurfacing has been completed. Use type S-I asphalt concrete for driveway reposition and transition pavement feathering between existing and new surfaces. Oct. 2007, Special Provisions Page 11 of 15