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Completed Base Course Testing — The Contractor shall perform a minimum of 8 tests of the completed base course to verify that the completed base course meets the specified minimum Structural Number of 1.8. Test locations shall be determined by the County. In the event that the minimum Structural Number is not achieved, the County may require corrective action, including the placement of additional asphalt structural course at the expense of the Contractor. c. Payment for Granular base material is included in the cost of the Reclaimed Asphalt Base. The Contractor shall determine how much if any granular base is required and shall include the cost for granular base in the cost of the Reclaimed asphalt base. d. Asphalt Emulsion type CSS -1h shall be uniformly incorporated in the layer at the rate specified by the Mix Design. Payment is in gallons of Asphalt Emulsion Type CSS - 1 h. e. Manholes: Each manhole shall be protected during the reclamation process. After final pass of reclaimer and final compaction, manholes shall be adjusted to the appropriate height to accommodate the asphalt overlay finish grade. f. Water Shutoffs: Water shutoffs and other valves or shutoffs shall be protected during the reclamation process. After final pass of reclaimer and final compaction, water shutoffs and other valves and shutoffs shall be adjusted to the appropriate height to accommodate the asphalt overlay finish grade. g. Material/Removal: Material shall be removed from the roadway area in order to prepare for a desired final grade or removal of unsuitable material. Approximately 2- 1/2" removal shall be required off the top after initial pulverization. All suitable material shall be utilized in the asphalt pavement base course. Items of Payment Payment for the work specified in this item shall be made under: Bid Item No. 285-7 — Full Depth Reclamation Bituminous Asphalt Base Course (Westbound) — Per Square Yard Bid Item No. 285-7A — Full Depth Reclamation Bituminous Asphalt Base Course (Eastbound) — Per Square Yard Bid Item No. 300-1— Asphalt Emulsion Type CSS -1h -Quantity based on 2.75 Gal/SY -Per Gallon SECTION 327 - MILLING OF EXISTING ASPHALT PAVEMENT The work specified in this item shall conform to Section 327 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction. Items of Payment Payment for the work specified in this item shall be made under: Bid Item No. 327-70-6 — Milling Existing Asphalt Pavement (1-1/2" Avg Depth) — Per Square Yard 01025-28 Technical Specifications F.\Public Works\ENGINEERING DIVISION PROJECTS\1139-CR 512 Wbnd Resurfacing -Roseland Rd to US 1-SCOP\Admin\bid documents\Master Contract Documents\Technical Specifications REVISED.doc